Reinforcing Bar

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Listed in design data and summary of quantities; item description includes HP 12 X 53."
    },
    {
      "name": "Concrete barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as zinc-coated, 6 ft, 9 ga."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Referenced in standard plan modification note."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Optional in lieu of concrete diaphragms."
    }
  ],
  "measurements": [
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "AS-0.142",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "SD1=0.155",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "Design vehicle live load",
      "value": "HL-93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "CLASS AA"
    },
    {
      "label": "Reinforcement steel strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "GRADE 60"
    },
    {
      "label": "Pretensioning strands strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": ""
    },
    {
      "label": "Steel H-piles strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "GRADE 50"
    },
    {
      "label": "Freeze period after pile driving",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "Piles"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Formed holes"
    },
    {
      "label": "Wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Approach slab expansion joint",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Standard plan modification"
    },
    {
      "label": "Paving rest and end post",
      "value": "3/8”",
      "unit": "",
      "appliesTo": "Bent 1 and 4"
    },
    {
      "label": "Chain link fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Chain link fence gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Special protective coating extent below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    },
    {
      "label": "Foundation backfill material, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Foundation backfill material, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Bridge excavation, grade separation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Bridge excavation, grade separation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Bar reinforcing steel",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Bar reinforcing steel",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Piling in place, steel H, HP 12 X 53",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Piling in place, steel H, HP 12 X 53",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Load test, steel H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Load test, steel H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Chain link fence, zinc coat, 6 ft, 9 ga",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Chain link fence, zinc coat, 6 ft, 9 ga",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 6 PER SECTION 501 OR GREATER. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325), NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPESTR CONCRETE.”",
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8” AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAYMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING AFTER PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS",
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "BRIDGE NO. I LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "GENERAL NOTES",
    "SR 21 @ NS #620272Y",
    "P.I. NO. 0019181"
  ],
  "description": "This crop is a General Notes sheet fragment containing continued bridge construction notes, design criteria, and a summary-of-quantities table for left and right bridges. It documents pile installation and testing, concrete, beams, reinforcing steel, barriers, deck grooving, approach slabs, diaphragms, fencing, welding, and protective-coating requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Placement, tying, welding, and clearance requirements noted."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer requirement noted."
    }
  ],
  "measurements": [
    {
      "label": "minimum clearance on all reinforcement",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "chamfer on all exposed concrete edges",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    }
  ],
  "notes": [
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4” UNLESS OTHERWISE NOTED."
  ],
  "labels": [],
  "description": "This crop is a general construction notes block. It documents reinforcing steel placement and clearance requirements and chamfering requirements for exposed concrete edges."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Grade 50 specified; piling in place and load test pay items are listed."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Formed 3 in. diameter holes and 12 in. deep holes are noted."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At abutment."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pile driving, fill settlement, and protective coating notes are shown."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used in lieu of concrete diaphragms."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "",
      "count": null,
      "note": "Standard plan modification note shown."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown between approach slab and back face paving rest/end post."
    },
    {
      "name": "Grooved concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Groove entire bridge length transversely."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Zinc-coated, 6 ft, 9 ga."
    },
    {
      "name": "Concrete barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "",
      "shape": "prestressed concrete beam",
      "material": "PSC",
      "count": null,
      "note": "Bridge No. 1."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "",
      "shape": "prestressed concrete beam",
      "material": "PSC",
      "count": null,
      "note": "Bridge No. 1."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Superstructure concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D; separate lump-sum items for Bridge No. 1 left and right."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Separate lump-sum items for Bridge No. 1 left and right."
    },
    {
      "name": "Foundation backfill material, Type II",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Bridge excavation, grade separation",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in summary of quantities."
    }
  ],
  "measurements": [
    {
      "label": "Steel H-piles grade",
      "value": "50",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze duration",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "Piles"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": "Future paving allowance"
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier concrete"
    },
    {
      "label": "PSC beam allowable tension",
      "value": "SEE BEAM SHEETS",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure concrete"
    },
    {
      "label": "Reinforcement steel strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strands strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-piles strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Expansion joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Bent 1 paving rest/end post dimension",
      "value": "1 3/8”",
      "unit": "",
      "appliesTo": "Bent 1"
    },
    {
      "label": "Chain link fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Chain link fence gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Special protective coating extent below ground",
      "value": "20 FT",
      "unit": "",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Special protective coating extent below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    },
    {
      "label": "Foundation backfill material, Type II—left bridge quantity",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Pay item 207-0203"
    },
    {
      "label": "Foundation backfill material, Type II—right bridge quantity",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Pay item 207-0203"
    },
    {
      "label": "Bridge excavation, grade separation—left bridge quantity",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Pay item 211-0200"
    },
    {
      "label": "Bridge excavation, grade separation—right bridge quantity",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Pay item 211-0200"
    },
    {
      "label": "Grooved concrete—left bridge quantity",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Pay item 500-0100"
    },
    {
      "label": "Grooved concrete—right bridge quantity",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Pay item 500-0100"
    },
    {
      "label": "Superstructure concrete, Class D, Bridge No. 1 left",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 500-1011"
    },
    {
      "label": "Superstructure concrete, Class D, Bridge No. 1 right",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 500-1011"
    },
    {
      "label": "Concrete barrier—left bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 500-2100"
    },
    {
      "label": "Concrete barrier—right bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 500-2100"
    },
    {
      "label": "Class AA concrete—left bridge quantity",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Pay item 500-3002"
    },
    {
      "label": "Class AA concrete—right bridge quantity",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Pay item 500-3002"
    },
    {
      "label": "PSC beams, AASHTO Type II, Bridge No. 1—left bridge quantity",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Pay item 507-9002"
    },
    {
      "label": "PSC beams, AASHTO Type II, Bridge No. 1—right bridge quantity",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Pay item 507-9002"
    },
    {
      "label": "PSC beams, AASHTO Type III, Bridge No. 1—left bridge quantity",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Pay item 507-9003"
    },
    {
      "label": "PSC beams, AASHTO Type III, Bridge No. 1—right bridge quantity",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Pay item 507-9003"
    },
    {
      "label": "Bar reinforcing steel—left bridge quantity",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "Pay item 511-1000"
    },
    {
      "label": "Bar reinforcing steel—right bridge quantity",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "Pay item 511-1000"
    },
    {
      "label": "Superstructure reinforcing steel, Bridge No. 1 left",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 511-3000"
    },
    {
      "label": "Superstructure reinforcing steel, Bridge No. 1 right",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 511-3000"
    },
    {
      "label": "Piling in place, steel H, HP—left bridge quantity",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "Pay item 520-1125"
    },
    {
      "label": "Piling in place, steel H, HP—right bridge quantity",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "Pay item 520-1125"
    },
    {
      "label": "Load test, steel H, HP 12 X 53—left bridge quantity",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Pay item 520-4125"
    },
    {
      "label": "Load test, steel H, HP 12 X 53—right bridge quantity",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Pay item 520-4125"
    },
    {
      "label": "Dynamic pile test—left bridge quantity",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Pay item 523-1100"
    },
    {
      "label": "Dynamic pile test—right bridge quantity",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Pay item 523-1100"
    },
    {
      "label": "Chain link fence—left bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 643-1152"
    },
    {
      "label": "Chain link fence—right bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 643-1152"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS @DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY FOR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE I WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 50 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325. NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPERSTR CONCRETE.”",
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8” AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAYMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.I.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E701X (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 20 FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF PILE ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS",
    "AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)",
    "DESIGN VEHICLE LIVE LOAD",
    "HL-93",
    "CONCRETE: SUPERSTRUCTURE",
    "BARRIER",
    "PSC BEAMS",
    "PSC BEAM ALLOWABLE TENSION",
    "SUBSTRUCTURE",
    "REINFORCEMENT STEEL",
    "PRETENSIONING STRANDS",
    "STEEL H-PILES",
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "FOUND BKFILL MATL, TP II",
    "BRIDGE EXCAVATION, GRADE SEPARATION",
    "GROOVED CONCRETE",
    "SUPERSTR CONCRETE, CL D, BR NO - 1 LT (249)",
    "SUPERSTR CONCRETE, CL D, BR NO - 1 RT (249)",
    "CONCRETE BARRIER",
    "CLASS AA CONCRETE",
    "PSC BEAMS, AASHTO TYPE II, BR NO - 1",
    "PSC BEAMS, AASHTO TYPE III, BR NO - 1",
    "BAR REINF STEEL",
    "SUPERSTR REINF STEEL, BR NO - 1 LT (69762)",
    "SUPERSTR REINF STEEL, BR NO - 1 RT (69762)",
    "PILING IN PLACE, STEEL H, HP",
    "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)",
    "DYNAMIC PILE TEST",
    "CH LK FENCE, ZC COAT, 6 FT, 9 GA",
    "BRIDGE NO. 1 LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "GENERAL NOTES",
    "SR 21 @ NS #620272Y",
    "P.I. NO. 0019181"
  ],
  "description": "This crop is a general-notes sheet region containing design data, continued construction notes, and a summary-of-quantities table for Bridge No. 1 left and right. It documents pile, diaphragm, approach-slab, grooving, fence, welding, protective-coating, and shop-drawing requirements, together with listed bid quantities."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck slabs",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two parallel deck areas are shown, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "Beams",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "long rectangular members in plan",
      "material": "",
      "count": 12,
      "note": "Beam centerlines numbered 1 through 12 are visible."
    },
    {
      "name": "Endwalls",
      "tag": "",
      "shape": "straight skewed endwall",
      "material": "",
      "count": 2,
      "note": "Callouts identify endwalls at the exterior ends of the two deck areas."
    },
    {
      "name": "Edgebeams",
      "tag": "",
      "shape": "longitudinal straight",
      "material": "",
      "count": 4,
      "note": "Shown along the outside deck edges; callout states 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "transverse rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Each is called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "transverse straight",
      "material": "",
      "count": 2,
      "note": "One is shown at the ℄ BEAM 4 area and one at the ℄ BEAM 10 area."
    },
    {
      "name": "Paving rests",
      "tag": "",
      "shape": "longitudinal straight",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "Fence posts",
      "tag": "END POST",
      "shape": "point/circular post symbols",
      "material": "",
      "count": null,
      "note": "End-post and intermediate fence-post locations are indicated along the deck edges; dimensions are labeled FENCE POST SPACING."
    },
    {
      "name": "Reinforcement",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A callouts are shown within both deck areas."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "outside offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "end-post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "6'-8⅓⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "overall dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "construction ℄ SR 21"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "construction ℄ SR 21"
    },
    {
      "label": "dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "separation",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "end-post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "outside offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING",
    "CONSTRUCTION ℄ SR 21"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SPAN I",
    "DECK PLAN",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "END POST"
  ],
  "description": "This crop is the SPAN I DECK PLAN for a skewed bridge deck arrangement with separate westbound and eastbound deck areas. It shows beam centerlines 1 through 12, endwalls, edgebeams, paving rests, B.F.P.R. Bent 1 locations, concrete diaphragm locations, deck reinforcement callouts, and fence-post spacing dimensions."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Superstructure concrete, Class “D”",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed as a lump-sum superstructure quantity."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed as a lump-sum superstructure quantity."
    }
  ],
  "measurements": [
    {
      "label": "Left Bridge Span 1 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Span 2 superstructure concrete, Class “D”",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Span 3 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Total superstructure concrete, Class “D”",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Span 1 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Span 2 superstructure concrete, Class “D”",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Span 3 superstructure concrete, Class “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Right Bridge Total superstructure concrete, Class “D”",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Superstructure concrete, Class “D”"
    },
    {
      "label": "Left Bridge Span 1 superstructure reinforcing steel",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Left Bridge Span 2 superstructure reinforcing steel",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Left Bridge Span 3 superstructure reinforcing steel",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Left Bridge Total superstructure reinforcing steel",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Span 1 superstructure reinforcing steel",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Span 2 superstructure reinforcing steel",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Span 3 superstructure reinforcing steel",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    },
    {
      "label": "Right Bridge Total superstructure reinforcing steel",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Superstructure reinforcing steel"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop is a superstructure quantities table for left and right bridges, each divided into Spans 1 through 3 and a total. It documents lump-sum quantities for Class “D” superstructure concrete and superstructure reinforcing steel."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are visible, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Six beam centerlines are shown in each deck footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callouts identify 3'-0\" endwalls outside exterior beams and 1'-6\" endwalls."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "*; **; END POST",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Posts and end posts are indicated along the deck edges; spacing dimensions are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Two 400A callouts are visible."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width, upper deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "upper deck skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck end-post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "6'-8⅓?\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck skew length",
      "value": "52'-2⅓?\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "distance from CONSTRUCTION ℄ SR 21 to PGL WESTBOUND",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck end-post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "distance from CONSTRUCTION ℄ SR 21 to PGL EASTBOUND",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "overall deck width, lower deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN I",
    "DECK PLAN",
    "I2-502A",
    "I2-502B",
    "I2-502C"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed bridge deck footprints on opposite sides of CONSTRUCTION ℄ SR 21. The upper footprint is associated with PGL WESTBOUND and Beams 1 through 6; the lower footprint is associated with PGL EASTBOUND and Beams 7 through 12. The plan documents deck widths, skew geometry, beam layout, diaphragm callouts, endwalls, edgebeams, paving rests, and fence-post spacing."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Superstructure concrete, Class \"D\"",
      "tag": "",
      "shape": "",
      "material": "concrete, Class \"D\"",
      "count": null,
      "note": "Quantities tabulated as lump CY for left and right bridges."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Quantities tabulated as lump LB for left and right bridges."
    }
  ],
  "measurements": [
    {
      "label": "Left Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "Left Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "Left Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "Left Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Right Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "Right Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "Right Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "Right Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Left Bridge Span 1 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "Left Bridge Span 2 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "Left Bridge Span 3 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "Left Bridge Total — LUMP - LB SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Right Bridge Span 1 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "Right Bridge Span 2 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "Right Bridge Span 3 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "Right Bridge Total — LUMP - LB SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Right Bridge"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop is a superstructure quantities table for left and right bridges, each divided into three spans and a total. It tabulates Class \"D\" superstructure concrete in CY and superstructure reinforcing steel in LB."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN 2",
      "shape": "tapered trapezoidal plan area",
      "material": "",
      "count": 2,
      "note": "Two deck-plan areas are shown, one above and one below the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "longitudinal straight members",
      "material": "",
      "count": 12,
      "note": "Six beams are shown in each deck-plan area."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "longitudinal edge member",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the outside beam lines."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Shown at the center of each deck-plan area; callout states 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "deck fillet",
      "tag": "",
      "shape": "linear fillet",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence posts",
      "tag": "",
      "shape": "linear posts along deck edges",
      "material": "",
      "count": null,
      "note": "Post locations are dimensioned under the label FENCE POST SPACING."
    },
    {
      "name": "reinforcement",
      "tag": "400B",
      "shape": "linear bar callout",
      "material": "",
      "count": 2,
      "note": "One callout is visible in each deck-plan area."
    },
    {
      "name": "reinforcement",
      "tag": "400C",
      "shape": "linear bar callout",
      "material": "",
      "count": 2,
      "note": "One callout is visible in each deck-plan area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "deck-width segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "deck-width end segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end fence-post offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end fence-post offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge beam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck fillet"
    },
    {
      "label": "beam skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "beams"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "400C"
    },
    {
      "label": "fence-post dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "gutter dimension",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "gutter"
    },
    {
      "label": "out-to-out dimension",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "out-to-out dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "end offset dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "bearing/direction angle",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP **",
    "FENCE POST SPACING"
  ],
  "labels": [
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN 2",
    "DECK PLAN",
    "400B",
    "400C",
    "12-502D",
    "12-502E"
  ],
  "description": "This crop is a deck plan for Span 2, showing two tapered deck-plan areas separated by the construction centerline of SR 21. It identifies twelve beam centerlines, edge beams, central concrete diaphragms, deck fillets, fence-post spacing, PGL westbound and eastbound, and associated reinforcement/detail callouts."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "B.F.P.R. or construction joint",
      "tag": "",
      "shape": "skewed linear joint",
      "material": "",
      "count": 1,
      "note": "Shown crossing the main slab reinforcement at a skew."
    },
    {
      "name": "Main slab reinforcement",
      "tag": "",
      "shape": "bent reinforcing bars",
      "material": "",
      "count": null,
      "note": "Bars are shown bent at the skewed joint."
    },
    {
      "name": "Reinforcing bar",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 1,
      "note": "Callout points to a bar bent at the joint."
    }
  ],
  "measurements": [
    {
      "label": "Clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "B.F.P.R. or construction joint"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "℄ BRIDGE",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. It illustrates reinforcement bent at the joint, including the *500B bar, with a 2-inch clearance callout and associated Georgia DOT placement note."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "400 BARS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Located in top of slab; pairs referenced in Note 5."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Placed between each pair of 400 BARS over intermediate BENTS 2 AND 3."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bents",
      "tag": "BENTS 2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "2-600"
    }
  ],
  "notes": [
    "5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [],
  "description": "This crop is a reinforcement notes block containing Notes 5 and 6. It documents additional bars in the top of slab over intermediate Bents 2 and 3 and requirements for staggering and alternating bar lap splices."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 5,
      "note": "Bars are shown bent at the skewed joint."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "skewed line",
      "material": "",
      "count": 1,
      "note": "Identified as B.F.P.R. or construction joint."
    }
  ],
  "measurements": [
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "main slab reinforcement bars"
    },
    {
      "label": "partial dimension",
      "value": "3/4",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "2\" CL.",
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "AT B.F.P.R. OR CONST. JOINT",
    "℄ BRIDGE",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "LOW SEAL (partial)"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five bent bars identified by the *500B callout are depicted with a 2-inch clear dimension at the joint."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section through slab supported on six beams."
    },
    {
      "name": "beams",
      "tag": "℄ BEAM 1–℄ BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Four interior and two exterior beams are visible."
    },
    {
      "name": "edge barrier / parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each slab edge; required construction joint is called out at the right barrier."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as not shown."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "slab reinforcement",
      "tag": "502",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "slab reinforcement",
      "tag": "30-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 30,
      "note": "Spaced as shown."
    },
    {
      "name": "slab reinforcement",
      "tag": "500A",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Called out at 6½ in. spacing."
    },
    {
      "name": "slab reinforcement",
      "tag": "501",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "beam reinforcement",
      "tag": "6-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 6,
      "note": "At equal spaces at each exterior beam."
    },
    {
      "name": "beam reinforcement",
      "tag": "14-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 14,
      "note": "At equal spaces, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D”",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D”",
      "value": "9⅝″",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab between beams"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Out to out",
      "value": "43′-7″",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "Gutter to gutter",
      "value": "40′-0″",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "",
      "value": "34′-0″",
      "unit": "",
      "appliesTo": "left portion of section width"
    },
    {
      "label": "",
      "value": "6′-0″",
      "unit": "",
      "appliesTo": "right portion of section width"
    },
    {
      "label": "",
      "value": "22′-0″",
      "unit": "",
      "appliesTo": "partial dimension at right of crop"
    },
    {
      "label": "",
      "value": "14′-2½″",
      "unit": "",
      "appliesTo": "partial dimension at right of crop"
    },
    {
      "label": "",
      "value": "1½″",
      "unit": "",
      "appliesTo": "slab edge dimension, each side"
    },
    {
      "label": "",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "slab edge/overhang dimension, each side"
    },
    {
      "label": "Slab reinforcement spacing",
      "value": "6½″",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Cover / clearance",
      "value": "2¼″",
      "unit": "CL.",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Cover / clearance",
      "value": "1″",
      "unit": "CL.",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Minimum dimension",
      "value": "3′-0″",
      "unit": "",
      "appliesTo": "right slab edge; TYP."
    },
    {
      "label": "Barrier / slab edge dimension",
      "value": "8″",
      "unit": "",
      "appliesTo": "right edge"
    },
    {
      "label": "Construction-joint-related dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "right barrier edge"
    },
    {
      "label": "Drip bead size",
      "value": "¾″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Exterior beam dimension",
      "value": "4⅜″",
      "unit": "",
      "appliesTo": "each exterior beam area"
    },
    {
      "label": "Typical dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "beam reinforcement locations"
    },
    {
      "label": "Exterior beam spacing",
      "value": "3′-0½″",
      "unit": "",
      "appliesTo": "from slab edge to ℄ BEAM 1 and ℄ BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "between beam centerlines"
    },
    {
      "label": "Reinforcement quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "30-400A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "14",
      "unit": "",
      "appliesTo": "14-400A"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN END BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅝″ EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½″",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "℄ ¾″ TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse cross section through the bridge deck slab, including the two edge barriers and six I-girders below. It documents slab geometry, beam spacing, deck reinforcement callouts, construction-joint and drip-bead requirements; a small portion of another detail is cropped at the lower right."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Longitudinal section through slab over intermediate bents."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "flared pedestal",
      "material": "",
      "count": 2,
      "note": "Two bents are visible below the slab."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Partial barrier/parapet is visible at the left end of the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "circular sections",
      "material": "reinforcing steel",
      "count": null,
      "note": "Bars are shown in the slab; the callout refers to top-of-slab bars over intermediate bents."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement designation",
      "value": "58-600",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement over intermediate bents"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 top-of-slab reinforcement"
    },
    {
      "label": "bars",
      "value": "400",
      "unit": "",
      "appliesTo": "top of slab over intermediate bents"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop is a bridge longitudinal section showing a deck slab supported on two intermediate bents. A partial tapered barrier/parapet is shown at the left, and a reinforcement callout identifies top-of-slab bars over the intermediate bents."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located within the beam section; labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion of the beam cross section is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as two bars at the upper portion and two bars at the lower portion of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Four bars are called out in the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout points to reinforcement within the diaphragm."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm width",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "offset to dashed line",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "10\" CONC. DIAPH.",
    "TOP OF BEAM",
    "1 1/2\" CL. TYP.",
    "1\" DIA. PLAIN BAR"
  ],
  "labels": [],
  "description": "This crop shows a cross section through a concrete diaphragm located within a beam. It documents the diaphragm reinforcement arrangement, including bars identified as 507A, 402A, and 403A, plus a 1-inch-diameter plain bar."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab spans over the girders."
    },
    {
      "name": "girders",
      "tag": "",
      "shape": "bulb-T / I-girder-like",
      "material": "",
      "count": 5,
      "note": "Five girder cross sections are visible beneath the slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Callout reads 7-403A at equal spaces."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Callout reads 4-402A."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1-inch diameter plain bar."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "tapered vertical posts",
      "material": "",
      "count": 2,
      "note": "Fence is indicated at both slab edges; note states fence not shown, typical."
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement bars"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a section titled SECTION THRU SLAB, showing a sloped deck slab supported on five girder cross sections. Reinforcement callouts, the SR 21 WB profile grade line reference, and typical fence indications at the slab edges are shown."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "slightly crowned slab",
      "material": "",
      "count": 1,
      "note": "Shown spanning over the girders."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "At both outside edges of deck."
    },
    {
      "name": "parapet / barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each outside edge; fence noted but not shown."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six parallel girders are visible in the section."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-509",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the deck/girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-508",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the deck/girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-802",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the lower girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-801",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the lower girder region."
    }
  ],
  "measurements": [
    {
      "label": "deck thickness, typical",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "2”",
      "unit": "",
      "appliesTo": "deck slab / girder spacing dimension"
    },
    {
      "label": "equal spacing dimension",
      "value": "8-404",
      "unit": "",
      "appliesTo": "girders"
    },
    {
      "label": "end spacing",
      "value": "2”",
      "unit": "",
      "appliesTo": "deck slab / girder spacing dimension"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a transverse cross section through a bridge superstructure. It shows a crowned deck slab supported by six I-girders, with edge beams and tapered outside parapets/barriers; bearing pads and fence are specifically noted as not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru slab."
    },
    {
      "name": "beam",
      "tag": "CL BEAM 1–CL BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beams are shown in cross section."
    },
    {
      "name": "edge barrier / parapet",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 2,
      "note": "One at each slab edge; fence is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At every 500A, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At 6 1/2 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces, typ."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Required parallel with deck, typ."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Full length of bridge, typ."
    }
  ],
  "measurements": [
    {
      "label": "Dimension D, interior beams",
      "value": "8 3/4\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Dimension D, exterior beams",
      "value": "9 5/8\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Overall width, out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "14'-2 1/2\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 1/2\"",
      "unit": "in",
      "appliesTo": "500A"
    },
    {
      "label": "Cover",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Minimum width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Barrier / overhang thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Construction-joint offset",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "construction joint"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Beam-end offset",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam-end spacing",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "3'-0 1/2\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Dimension, partial lower-right view",
      "value": "2\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "“D” = 8 3/4\" INTERIOR BEAMS",
    "“D” = 9 5/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6 1/2\"",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "CL SR 21/MILLEN…",
    "= CL CONSTRUCT…",
    "= CL SYMMETRY",
    "SEC…"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with slab reinforcement, edge barriers, and deck geometry dimensions. It also includes notes governing dimension D, slab thickness, construction joints, and a triangular drip bead; a separate lower-right view is only partially visible."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, slightly sloped as drawn",
      "material": "",
      "count": 1,
      "note": "Shown spanning over two I-shaped members."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 1,
      "note": "Only the left-side barrier profile is visible."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Two girder cross sections are visible below the slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "400",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Called out as bars in top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Callout indicates 2 between each pair of 400 bars."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout",
      "value": "58-600",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "number between each pair",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 reinforcement bars"
    },
    {
      "label": "bar designation",
      "value": "400",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop shows a bridge deck cross section with a left-side parapet/barrier and two I-girder cross sections beneath the deck slab. It documents top-of-slab reinforcement over intermediate bents, including the 58-600 callout relative to the 400 bars."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partial beam section is shown."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located within the beam section."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "circular bar ends shown",
      "material": "",
      "count": 4,
      "note": "Called out as 2-507A at the top and 2-507A at the bottom."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "diagonal/X-shaped as drawn",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular bar end shown",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance, typical",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "concrete diaphragm reinforcement"
    }
  ],
  "notes": [],
  "labels": [
    "TOP OF BEAM"
  ],
  "description": "This crop shows a reinforced concrete diaphragm detail within a partial rectangular beam section. Reinforcement is identified by bar marks 507A, 402A, and 403A, with a 1-inch-diameter plain bar also called out."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Spans across five supporting members."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered vertical",
      "material": "",
      "count": 2,
      "note": "One at each slab edge."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 5,
      "note": "Five longitudinal members are visible below the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-403A",
      "shape": "",
      "material": "",
      "count": 7,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown at upper reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown at lower reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "spacing/edge dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "7-403A"
    },
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "PLAIN BAR"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a cross section through a bridge slab with a sloped deck surface, edge barriers/parapets, and five longitudinal supporting beams. Reinforcement callouts are shown within and above the slab/beam section; a typical fence is noted but not drawn."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in section through endwall; 3'-0\" endwall at left and 1'-6\" endwall at intermediate location are called out."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope and required construction joint parallel with deck."
    },
    {
      "name": "prestressed concrete beams",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple beam sections are visible beneath deck; bars 401, 504 series, 505, and 506 series are noted as not shown."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": null,
      "note": "Called out at endwalls and at bearing/endwall locations."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "strip",
      "material": "foam",
      "count": null,
      "note": "Called out around pad, typical."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Shown supporting fence and in endwall section."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Bearing not shown."
    },
    {
      "name": "zinc coated chain link security fence",
      "tag": "",
      "shape": "mesh panel",
      "material": "zinc coated",
      "count": 1,
      "note": "Fence detail includes posts, rails, tension bars, and truss bracing."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Includes 2 7/8\" pull post and post vertical."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "1 5/8\" diameter pipe is called out."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal pipe",
      "material": "zinc coated",
      "count": null,
      "note": "At end or pull post."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized",
      "count": null,
      "note": "4\" diameter standard-weight pipe sleeve is shown in barrier detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "900A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-900A."
    },
    {
      "name": "reinforcement bar",
      "tag": "900B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-900B."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-401."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout: 2-504A AT END OF BEAM."
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Callout: 8-504B AT 12\" ± BETWEEN BEAMS."
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout: 1-505."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout text is partial at right crop edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 506B AT 18\" ±, ALT. TO GIVE 9\" SP."
    }
  ],
  "measurements": [
    {
      "label": "horizontal offset",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal offset",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "endwall length",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall length",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    },
    {
      "label": "fence gauge",
      "value": "9",
      "unit": "GAGE",
      "appliesTo": "chain link fence"
    },
    {
      "label": "fence mesh size",
      "value": "TWO INCH",
      "unit": "",
      "appliesTo": "chain link fence"
    },
    {
      "label": "sleeve diameter",
      "value": "4\"",
      "unit": "DIA.",
      "appliesTo": "galvanized sleeve"
    },
    {
      "label": "post fastening interval maximum",
      "value": "14\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post spacing minimum",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post spacing maximum",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post distance from barrier joint minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "tension bar spacing maximum",
      "value": "12\"",
      "unit": "O.C. MAX.",
      "appliesTo": "tension bars"
    },
    {
      "label": "pull post diameter",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "pull post"
    },
    {
      "label": "rail pipe diameter",
      "value": "1 5/8\"",
      "unit": "DIA.",
      "appliesTo": "zinc coated pipe"
    },
    {
      "label": "post pipe diameter",
      "value": "2 7/8\"",
      "unit": "DIA.",
      "appliesTo": "post vertical"
    },
    {
      "label": "fence offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "fence offset",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "fence height",
      "value": "5'-1\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "4'-7\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "10'-4\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "top bend radius",
      "value": "2'-6\"",
      "unit": "R",
      "appliesTo": "fence detail"
    },
    {
      "label": "bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "horizontal dimension",
      "value": "10 1/4\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4\"",
      "unit": "DIA.",
      "appliesTo": "standard-weight pipe sleeve"
    },
    {
      "label": "embedment dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "corner radius",
      "value": "1/4\"",
      "unit": "R",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance minimum",
      "value": "3 1/2\"",
      "unit": "MIN. CL.",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "CL.",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18\" ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate reinforcement spacing",
      "value": "9\"",
      "unit": "SP.",
      "appliesTo": "506B"
    },
    {
      "label": "reinforcement spacing",
      "value": "12\" ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "section at endwall"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "ZINC COATED FENCE",
    "TENSION BAR",
    "TENSION BAR ZINC COATED",
    "TRUSS BRACING AT END OR PULL POST",
    "POST VERT. ZINC COATED",
    "END POST",
    "CONST. JOINT",
    "SLAB",
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT A1 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop contains a section through the bridge endwall, showing the deck, beam ends, endwalls, joints, and reinforcement callouts. It also includes fence notes, a zinc-coated chain link fence and barrier detail, and a separate endwall section with barrier, bearing, joint filler, waterproofing, and reinforcement callouts."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete barrier",
      "tag": "",
      "shape": "tapered vertical barrier section with rectangular base",
      "material": "",
      "count": 1,
      "note": "Barrier detail; fence is noted but not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "503A",
      "shape": "sloping bar as drawn",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at 14\" spacing; tapers to 0\" at end post."
    },
    {
      "name": "reinforcement bar",
      "tag": "503B",
      "shape": "bar as drawn",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at each 503A."
    },
    {
      "name": "reinforcement bars",
      "tag": "502",
      "shape": "circular bar ends in section",
      "material": "reinforcing steel",
      "count": 12,
      "note": "Called out in barrier; see deck plan for letter designation."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "At full length of bridge, both sides."
    }
  ],
  "measurements": [
    {
      "label": "minimum lap of 503A and 503B bars",
      "value": "2'-2\"",
      "unit": "",
      "appliesTo": "503A and 503B"
    },
    {
      "label": "taper at end post",
      "value": "0\"",
      "unit": "",
      "appliesTo": "503A"
    },
    {
      "label": "overall top width dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "top width segment",
      "value": "8\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "top width segment",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "clearance",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "clearance",
      "value": "3\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "clearance, two sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "503A spacing",
      "value": "14\"",
      "unit": "",
      "appliesTo": "503A"
    },
    {
      "label": "drip bead size",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "base dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "drawing scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "BARRIER DETAIL"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "* TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "2\" CL., TWO SIDES",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "503A AT 14\"",
    "¾\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: ¾\" = 1'-0\""
  ],
  "description": "This crop shows a sectional barrier reinforcement and geometry detail titled BARRIER DETAIL. It documents the tapered concrete barrier profile, reinforcing-bar callouts, clearances, drip bead, and a typical fence location noted as not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped vertical wall with tapered haunch",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned endwall at beam ends."
    },
    {
      "name": "beam ends",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Only portions of beam ends are visible in this crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent",
      "material": "reinforcing steel",
      "count": null,
      "note": "At 18 in. ±, alternating to provide 9 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent",
      "material": "reinforcing steel",
      "count": null,
      "note": "At 18 in."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "horizontal strip",
      "material": "",
      "count": 1,
      "note": "Located between the endwall and bearing support."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1′-6″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "radius",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18″ ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate reinforcement spacing",
      "value": "9″",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clear cover",
      "value": "3 1/2″",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "reinforcement spacing",
      "value": "18″",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "reinforcement count",
      "value": "4-900",
      "unit": "",
      "appliesTo": "900"
    },
    {
      "label": "vertical dimension",
      "value": "8″",
      "unit": "",
      "appliesTo": "beam ends"
    },
    {
      "label": "reinforcement spacing",
      "value": "12″ ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "reinforcement count",
      "value": "8-504B",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "reinforcement count",
      "value": "2-504A",
      "unit": "",
      "appliesTo": "504A"
    },
    {
      "label": "reinforcement count",
      "value": "4-401",
      "unit": "",
      "appliesTo": "401"
    },
    {
      "label": "vertical dimension",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4″ = 1′-0″",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "506B AT 18″ ±, ALT. TO GIVE 9″ SP.",
    "3 1/2″ MIN. CL.",
    "2″ CL. 3 SIDES",
    "8-504B AT 12″ ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "BEARING PAD NOT SHOWN",
    "1/2″ PREFORMED JOINT FILLER",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR"
  ],
  "labels": [
    "SECTION AT ENDWALL",
    "SCALE: 3/4″ = 1′-0″"
  ],
  "description": "This crop is a section at an endwall, showing the reinforced concrete endwall profile adjacent to beam ends. It documents endwall reinforcement, beam-end reinforcement callouts, clear cover, waterproofing, and the preformed joint filler; bearing pad and slab reinforcement are specifically noted as not shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall and section at endwall."
    },
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": null,
      "note": "Top surface shown at 2% slope."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "vertical tapered barrier",
      "material": "",
      "count": null,
      "note": "Barrier and slab are shown in fence and endwall details."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed",
      "count": null,
      "note": "Shown at endwall and around pad."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "strip",
      "material": "foam",
      "count": null,
      "note": "Shown around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": null,
      "note": "Required construction joint parallel with deck, typical."
    },
    {
      "name": "prestressed concrete beams",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple beams are shown beneath the deck; individual count is not clear."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partially shown in the section at endwall."
    },
    {
      "name": "chain link security fence",
      "tag": "",
      "shape": "mesh panel",
      "material": "9 gage zinc coated",
      "count": null,
      "note": "Fence detail shown on barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Post vertical, zinc coated."
    },
    {
      "name": "pull post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Labeled 2 7/8” pull post."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "At construction joint."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Fence rails shown at top, intermediate, and bottom."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal pipe",
      "material": "zinc coated",
      "count": null,
      "note": "At end or pull post."
    },
    {
      "name": "tension bar",
      "tag": "",
      "shape": "flat bar",
      "material": "zinc coated",
      "count": null,
      "note": "Shown at fence end/pull post."
    },
    {
      "name": "tension bar bands",
      "tag": "",
      "shape": "band",
      "material": "",
      "count": null,
      "note": "Spaced at 12” O.C. maximum."
    },
    {
      "name": "galvanized pipe sleeve",
      "tag": "",
      "shape": "circular sleeve",
      "material": "galvanized",
      "count": null,
      "note": "4” diameter standard-weight pipe sleeve cast in parapet/barrier."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown at 18” ± in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown at 18” ±, alternate, to give 9” spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-505",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": "Shown in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": "Shown in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-504B",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "At 12” ± between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-504A",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Callout is partial: “AT END OF B…”."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-401",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": "Shown in section at endwall."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "6’-8”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-1”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "endwall height",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge deck slab"
    },
    {
      "label": "gap minimum",
      "value": "1”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall length",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall length",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "foam joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    },
    {
      "label": "tension bar band spacing maximum",
      "value": "12”",
      "unit": "O.C. MAX.",
      "appliesTo": "tension bar bands"
    },
    {
      "label": "pipe diameter",
      "value": "5/8”",
      "unit": "DIA.",
      "appliesTo": "fence rail"
    },
    {
      "label": "pipe diameter",
      "value": "2 7/8”",
      "unit": "DIA.",
      "appliesTo": "fence post"
    },
    {
      "label": "pull post diameter",
      "value": "2 7/8”",
      "unit": "",
      "appliesTo": "pull post"
    },
    {
      "label": "post offset",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "post embedment",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "rail bend radius",
      "value": "2’-6”",
      "unit": "R",
      "appliesTo": "fence rail"
    },
    {
      "label": "rail bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence rail"
    },
    {
      "label": "horizontal dimension",
      "value": "10 1/4”",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "5’-1”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "fence height",
      "value": "4’-7”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "overall height",
      "value": "10’-4”",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "pipe diameter",
      "value": "2 7/8”",
      "unit": "DIA.",
      "appliesTo": "fence post"
    },
    {
      "label": "fence length",
      "value": "7’-0”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4”",
      "unit": "DIA.",
      "appliesTo": "galvanized pipe sleeve"
    },
    {
      "label": "sleeve embedment",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "galvanized pipe sleeve"
    },
    {
      "label": "barrier height",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "R",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance",
      "value": "2”",
      "unit": "CL. 3 SIDES",
      "appliesTo": "reinforcement bar"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "drawing scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1” GAP, MIN.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4” DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE 7 DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4” DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14”.",
    "6. SPACE POSTS AT A MINIMUM OF 7’-0” AND A MAXIMUM OF 10’-0”. PLACE POSTS 1’-0” MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "ZINC COATED FENCE",
    "TENSION BAR ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "END POST",
    "CONST. JOINT",
    "BARRIER",
    "SLAB",
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR"
  ],
  "description": "This crop contains a section through an endwall, including the deck, endwall, beams, joint fillers, and selected reinforcement. It also shows zinc-coated chain-link fence details on a barrier, fence notes, and a partial section at endwall for End Bent 1 and similar End Bent 4."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete barrier",
      "tag": "",
      "shape": "tapered barrier section with rectangular base",
      "material": "",
      "count": 1,
      "note": "Barrier cross-section detail; fence is noted but not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "503A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown at 14\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "503B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "At each 503A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "reinforcing steel",
      "count": 12,
      "note": "In barrier; see deck plan for letter designation."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Full length of bridge, both sides."
    }
  ],
  "measurements": [
    {
      "label": "minimum lap of 503A and 503B bars",
      "value": "2'-2\"",
      "unit": "",
      "appliesTo": "503A and 503B"
    },
    {
      "label": "overall top width",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "CL.",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "CL.",
      "value": "3\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "CL., TWO SIDES",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "503A spacing",
      "value": "14\"",
      "unit": "",
      "appliesTo": "503A"
    },
    {
      "label": "drip bead size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "base horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "BARRIER DETAIL"
    },
    {
      "label": "quantity",
      "value": "12-502",
      "unit": "",
      "appliesTo": "502"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "* TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "3/4\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a barrier cross-section reinforcement detail, including its tapered face, base, reinforcing-bar callouts, cover dimensions, and drip bead. It documents the barrier geometry and reinforcement arrangement only; the fence is specifically noted as not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped and tapered section",
      "material": "",
      "count": 1,
      "note": "Sectioned at endwall."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partial beam end is shown at right."
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent",
      "material": "steel",
      "count": 1,
      "note": "Called out as 1-505."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent",
      "material": "steel",
      "count": null,
      "note": "Alternate spacing is called out."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "bent",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "bent",
      "material": "steel",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "bent",
      "material": "steel",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": 1,
      "note": "Located at the endwall/slab joint."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 1,
      "note": "Applied at the exterior face indicated."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "minimum clear cover",
      "value": "3½”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "506B spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "506B alternate spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "504B spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "506B AT 18” ±, ALT. TO GIVE 9” SP.",
    "506A AT 18”",
    "8-504B AT 12” ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "BEARING PAD NOT SHOWN",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "1/2” PREFORMED JOINT FILLER",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR",
    "SCALE: 3/4” = 1’-0”"
  ],
  "description": "This crop is a section at an endwall, showing the end of a beam bearing at the end bent and the adjacent slab/endwall profile. It documents reinforcing-bar callouts, clearances, waterproofing, joint filler, and notes for End Bent 1; End Bent 4 is noted as similar."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU SLAB and SECTION THRU DIAPHRAGM."
    },
    {
      "name": "bridge beams",
      "tag": "℄ BEAM 1–6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified in the slab section."
    },
    {
      "name": "edge barriers",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each exterior edge of the slab."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Shown at the right exterior edge; called required parallel with deck."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called full length of bridge, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "At every 500A, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "At 6¾″."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B and C",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "30-400B and C spaced as shown; additional 6-400B and C and 13-400B and C callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 7,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Two 2-507B callouts are shown in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "round bar",
      "material": "",
      "count": null,
      "note": "1″ diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "D, interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "D, exterior beams",
      "value": "9¼″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "out to out width",
      "value": "43′-7″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "22′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter width",
      "value": "40′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "34′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "6′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1½″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab/overhang depth",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum dimension",
      "value": "3′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "spacing",
      "value": "3″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "exterior offset",
      "value": "4⅜″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "beam 1 to beam 2 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 2 to beam 3 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 3 to beam 4 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 4 to beam 5 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 5 to beam 6 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "exterior beam spacing",
      "value": "3′-0½″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "triangular drip bead",
      "value": "¾″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "drip bead offset",
      "value": "3″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "reinforcement quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "13",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "spacing/end dimension",
      "value": "5″",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507B"
    },
    {
      "label": "reinforcement quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402B"
    },
    {
      "label": "plain bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9¼″ EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾″ TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "501 UNDER EVERY 500A",
    "6-400B AND C AT EQ. SPS.",
    "13-400B AND C AT EQUAL SPACES, TYP.",
    "7-403B AT EQUAL SPACES",
    "1″ DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "The crop contains a transverse SECTION THRU SLAB for a six-beam bridge deck, with exterior barriers, beam spacing, slab reinforcement, a construction joint, and drip bead detail. A lower SECTION THRU DIAPHRAGM shows the beam profiles and reinforcement callouts through the diaphragm region."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam / concrete member portions",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "",
      "count": 2,
      "note": "Two portions are shown separated by the required construction joint."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Marked at centerline as required construction joint."
    },
    {
      "name": "preformed joint filler",
      "tag": "*",
      "shape": "vertical rectangular strip",
      "material": "",
      "count": 1,
      "note": "Shown between the concrete member portions."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18 inch spacing."
    },
    {
      "name": "reinforcement bars",
      "tag": "800",
      "shape": "bent bars",
      "material": "",
      "count": 2,
      "note": "Callout reads 2-800."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "reinforcement spacing",
      "value": "18\"",
      "unit": "\"",
      "appliesTo": "506A"
    },
    {
      "label": "clearance",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "clearance, 3 sides",
      "value": "1½\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "\"",
      "appliesTo": "*"
    },
    {
      "label": "partial horizontal dimension",
      "value": "2\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "partial vertical dimension",
      "value": "3'-0\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "℄ REQ’D. CONST. JOINT",
    "* 1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a section through an edge beam at a required construction joint. It shows the joint filler, depicted reinforcement bars and cover dimensions; bearing pads and slab reinforcement are specifically noted as not shown. Bent 2 is shown, with Bent 3 noted as similar."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown within the beam; labeled 10” CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a cropped portion of the beam is shown, with break symbols at both sides."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out as 2-507B at the top and 2-507B at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Called out as 403B."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1” DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm width",
      "value": "10”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "top offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "1½”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [],
  "labels": [
    "TOP OF BEAM"
  ],
  "description": "This crop shows a reinforced concrete diaphragm detail within a cropped beam elevation. The diaphragm reinforcement is identified by 507B, 402B, 403B, and a 1-inch-diameter plain bar, with the top of beam indicated."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "continuous sloped slab",
      "material": "",
      "count": 1,
      "note": "Shown spanning across the girders; 2% slope is indicated."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 5,
      "note": "Five girder cross sections are visible below the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Exterior beams at each side; note directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "barrier wall",
      "tag": "",
      "shape": "tapered vertical wall",
      "material": "",
      "count": 2,
      "note": "One at each outside deck edge; the left wall is partially cropped."
    },
    {
      "name": "support cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support below the girder bearing locations; only the upper portion is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to an upper internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to an upper internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to a lower internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to a lower internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to the deck region."
    }
  ],
  "measurements": [
    {
      "label": "end distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck reinforcement callout"
    },
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck reinforcement"
    },
    {
      "label": "end distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck reinforcement callout"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "AT EQUAL SPACES"
  ],
  "description": "This crop is a transverse cross section through a bridge superstructure carrying SR 21 WB at the profile grade line. It shows a sloped deck supported on five I-girders over a continuous support cap, with exterior barrier walls and notes regarding fence, bearing pads, and edge-beam placement."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "",
      "count": 1,
      "note": "Shown over six beams, with overhangs at both edges."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-shaped",
      "material": "",
      "count": 6,
      "note": "Six beams are shown in the section."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each deck edge."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at 6¾ inches."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B AND C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callouts specify 30 and 13 bars at indicated spacings, plus 6 at equal spaces at each exterior beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Two separate callouts of 2-507B are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter."
    }
  ],
  "measurements": [
    {
      "label": "overall width, OUT TO OUT",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width, GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width from PGL to left edge",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width from PGL to right edge",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width from PGL to right out-to-out edge",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "barrier offset",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "minimum dimension, typical",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness between beams",
      "value": "7¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "\"D\" at interior beams",
      "value": "8¾\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "\"D\" at exterior beams",
      "value": "9¼\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "drip bead size",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "drip bead offset",
      "value": "3\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "end beam spacing",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "typical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "typical dimension",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "500A spacing",
      "value": "6¾\"",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "400B AND C quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "400B AND C quantity",
      "value": "13",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "400B AND C quantity at equal spaces",
      "value": "6",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "403B quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "403B end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "507B quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507B"
    },
    {
      "label": "402B quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402B"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9¼” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "500A AT 6¾”",
    "501 UNDER EVERY 500A",
    "6-400B AND C AT EQ. SPS.",
    "13-400B AND C AT EQUAL SPACES, TYP.",
    "7-403B AT EQUAL SPACES",
    "1” DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop contains transverse bridge superstructure sections through the deck slab and through a diaphragm. It shows a sloped deck slab supported on six I-shaped beams, edge barriers, deck reinforcement callouts, beam spacing, and diaphragm reinforcement callouts."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint at center of section."
    },
    {
      "name": "preformed joint filler",
      "tag": "*",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1-inch preformed joint filler."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18-inch spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "bar spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "2-800"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear dimension, 3 sides",
      "value": "1½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "vertical dimension",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ’D. CONST. JOINT",
    "*1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SCALE: ¾” = 1’-0”"
  ],
  "description": "This crop is a section through an edge beam at a required construction joint. It shows the deck slab and edge beam geometry, joint filler, and reinforcing-bar callouts; bearing pads and slab reinforcement are specifically noted as not shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown between horizontal beam lines."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as two groups labeled 2-507B, at the top and bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout reads 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar quantity is not printed."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "CONC. DIAPH.",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam / top-of-beam line"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "concrete diaphragm detail"
    },
    {
      "label": "clear cover, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "DIA. PLAIN BAR",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "10\" CONC. DIAPH.",
    "1 1/2\" CL., TYP.",
    "1\" DIA. PLAIN BAR",
    "2-507B",
    "403B",
    "4-402B",
    "2-507B"
  ],
  "labels": [
    "TOP OF BEAM",
    "PADS (partial)",
    "IN (partial)"
  ],
  "description": "This crop shows a reinforced concrete diaphragm detail within a partial beam view. The detail identifies the 10-inch concrete diaphragm, reinforcement callouts, typical clear cover, and a 1-inch-diameter plain bar."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible beneath the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "tapered/rectangular upstand",
      "material": "concrete",
      "count": 2,
      "note": "Shown at both outside edges; callout directs edge beam placement flush with outside face of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the upper portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the upper portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the lower portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the lower portion of the girder/deck area."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    }
  ],
  "measurements": [
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS"
  ],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse cross section through a sloped bridge deck supported on six visible I-girders. It documents deck reinforcement callouts, exterior edge-beam forming and placement requirements, the profile grade line reference, and the note that bearing pads are not shown."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular side elevation with tapered end profile partly visible at right",
      "material": "",
      "count": 1,
      "note": "Main beam elevation; right-hand cross-section is only partially shown."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "One note directs omission at beams 1 and 7; another directs omission at beams 6 and 12."
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped line",
      "material": "",
      "count": 6,
      "note": "Shown within the beam elevation."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-550 AT EACH LOCATION",
      "shape": "line",
      "material": "",
      "count": null,
      "note": "Repeated at each indicated location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-450",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "10-350 AT 6\"",
      "shape": "line",
      "material": "",
      "count": 10,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-651 AT EACH LOCATION",
      "shape": "line",
      "material": "",
      "count": null,
      "note": "Repeated at each indicated location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-452",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Located at the indicated centerline."
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "BEAM LENGTH",
      "value": "53'-7⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Midpoint to indicated location",
      "value": "26'-9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Indicated spacing",
      "value": "9³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "18 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diaphragm bar hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Hole location dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Hole location dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "10-350 AT 6\""
    },
    {
      "label": "Left bearing offset",
      "value": "10³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Left bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Left end dimension",
      "value": "1'-6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Bearing to bearing",
      "value": "52'-3⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Right bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Right bearing offset",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Right end dimension",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Camber tolerance",
      "value": "½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Camber tolerance",
      "value": "1⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "B.F.P.R.",
    "℄ BENT",
    "℄ BEARING",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION"
  ],
  "description": "This crop shows the elevation of a beam, dimensioned between bearing centerlines and bent centerline, with strand and reinforcing-bar callouts. A partial beam cross-section is visible at the far right, but it is cropped and does not show the full section."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "prestressed concrete beam",
      "tag": "",
      "shape": "I-shaped with rectangular top flange and flared bottom bulb",
      "material": "prestressed concrete",
      "count": 1,
      "note": "Shown in section at midpoint and at end."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": 20,
      "note": "Solid dots indicate 1/2” diameter prestressed strands."
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout shown in section at midpoint."
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout shown in section at end."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-451",
      "shape": "circular in section",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-450",
      "shape": "circular in section",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-452",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top flange depth",
      "value": "2½”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "1'-3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "overall depth",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom depth",
      "value": "3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "side offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "strand spacing",
      "value": "2 SPACES AT 2”",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "strand spacing",
      "value": "7 SPACES AT 2”",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "side offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom width",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "clear dimension",
      "value": "1⅛” CL.",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "end-section depth",
      "value": "1'-3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "clear dimension",
      "value": "2” CL.",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "dimension",
      "value": "1”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "minimum clearance",
      "value": "1”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "prestressed strand diameter",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "prestressed strands"
    }
  ],
  "notes": [
    "MAINTAIN 1” MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2” DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END"
  ],
  "description": "This crop shows two cross-sectional details of a prestressed concrete beam: one at the midpoint and one at the end. The sections document the beam profile, prestressed-strand layout, reinforcement callouts, and dimensional geometry."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "threaded straight bar",
      "material": "",
      "count": 1,
      "note": "Excess bar is shown projecting beyond beam face."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a fragment at the beam face is shown."
    },
    {
      "name": "Hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown through the beam fragment."
    },
    {
      "name": "Reinforcement bars",
      "tag": "4-351",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Called out at 4” each way."
    }
  ],
  "measurements": [
    {
      "label": "CL.",
      "value": "1”",
      "unit": "",
      "appliesTo": "Diaphragm bar / hole centerline"
    },
    {
      "label": "",
      "value": "3”",
      "unit": "",
      "appliesTo": "Diaphragm bar detail"
    },
    {
      "label": "DIAMETER HOLE",
      "value": "2”",
      "unit": "",
      "appliesTo": "Hole"
    },
    {
      "label": "AT",
      "value": "4”",
      "unit": "",
      "appliesTo": "4-351 reinforcement bars"
    },
    {
      "label": "DIA.",
      "value": "5”",
      "unit": "",
      "appliesTo": "Diaphragm bar detail"
    },
    {
      "label": "FROM BEAM FACE",
      "value": "1”",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1” FROM BEAM FACE."
  ],
  "labels": [],
  "description": "This crop is a connection detail showing a diaphragm bar passing through a beam-face fragment and associated reinforcement. It documents the hole size, bar/reinforcement spacing callout, and required cutoff of the projecting diaphragm bar."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "closed pentagonal bent bar with two 45° sloping legs",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "U-shaped bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "U-shaped bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "U-shaped bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "diagonal bar leg, TYP.",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bottom width",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "vertical offset, TYP.",
      "value": "3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bend angle, TYP.",
      "value": "45°",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "351"
    },
    {
      "label": "minimum lap length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar length",
      "value": "9\"",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "bar length",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "bar height",
      "value": "8\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar height",
      "value": "4'-1\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar width",
      "value": "9\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar height",
      "value": "4'-1\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "bar width",
      "value": "6\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "bend angle",
      "value": "90°",
      "unit": "",
      "appliesTo": "550 and 651"
    }
  ],
  "notes": [
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "REINFORCEMENT"
  ],
  "description": "This crop is a reinforcement bar-bending detail panel showing bar shapes 350, 351, 450, 451, 452, 550, and 651. It documents the displayed bar dimensions and installation/fabrication notes, including bending of bars 550 and 651 at the top of the beam."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Longitudinal elevation of a beam; a partial adjacent section is visible at the right edge."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as 2 inch diameter holes."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-550",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-450",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-651",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "10-350",
      "shape": "straight",
      "material": "",
      "count": 10,
      "note": "At 6 inch spacing."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-452",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped",
      "material": "",
      "count": 6,
      "note": ""
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown by centerline callout."
    }
  ],
  "measurements": [
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam length",
      "value": "53'-7⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Midpoint dimension",
      "value": "26'-9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Dimension at midpoint",
      "value": "9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "18 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "End dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diaphragm bar hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Vertical dimension to diaphragm bar hole",
      "value": "9\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Hole spacing each side",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "ΔNC",
      "value": "½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "ΔC",
      "value": "¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-550",
      "unit": "",
      "appliesTo": "2-550"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-450",
      "unit": "",
      "appliesTo": "2-450"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-651",
      "unit": "",
      "appliesTo": "2-651"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "10-350 AT 6\"",
      "unit": "",
      "appliesTo": "10-350"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-452",
      "unit": "",
      "appliesTo": "2-452"
    },
    {
      "label": "Draped strand quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "draped strands"
    },
    {
      "label": "Left bearing offset",
      "value": "10³⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Left bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Left end dimension",
      "value": "1'-6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Bearing to bearing",
      "value": "52'-3⅝\"",
      "unit": "",
      "appliesTo": "℄ BEARING TO ℄ BEARING"
    },
    {
      "label": "Right bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Right bearing offset",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Right end dimension",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "partial section"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "B.F.P.R.",
    "℄ BENT",
    "℄ BEARING",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION",
    "SECTION A (partial)"
  ],
  "description": "This crop shows the elevation of a longitudinal beam, with span, beam, bearing, reinforcement, strand, and diaphragm-hole information. A narrow partial cross-section of the beam is visible along the right edge, but it is cropped and does not show the complete section."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "beam section",
      "tag": "",
      "shape": "tapered stem with widened top and bottom blocks",
      "material": "",
      "count": 2,
      "note": "Shown as SECTION AT MIDPOINT and SECTION AT END."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular in section",
      "material": "prestressed",
      "count": null,
      "note": "Solid circular symbols are identified by note as 1/2\" diameter prestressed strands."
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout points to longitudinal bars in the midpoint section."
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout points to longitudinal bars in the end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-451",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Callout shown at upper portion of end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-450",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Callout shown at upper portion of end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "diagonal linear",
      "material": "",
      "count": null,
      "note": "Callout points to diagonal reinforcement in end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-452",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Callout shown at bottom of end section."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "top offset",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "upper block depth",
      "value": "2 1/2\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "stem width",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "offset",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "horizontal offset",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "overall depth",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "strand spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "bottom block depth",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "bottom side offset",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "strand spacing",
      "value": "7 SPACES AT 2\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "bottom side offset",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "bottom width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam section at midpoint"
    },
    {
      "label": "top offset",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "beam section at end"
    },
    {
      "label": "centerline clearance",
      "value": "1 1/8\" CL.",
      "unit": "in",
      "appliesTo": "beam section at end"
    },
    {
      "label": "overall depth",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "beam section at end"
    },
    {
      "label": "centerline clearance",
      "value": "2\" CL.",
      "unit": "in",
      "appliesTo": "beam section at end"
    },
    {
      "label": "vertical dimension",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "beam section at end"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "MENSIONS",
    "LONG @ BEAM"
  ],
  "description": "This crop shows transverse cross sections of a tapered beam at its midpoint and end. It documents the beam profile, prestressed-strand layout, reinforcement callouts, and section dimensions; the text at the left edge is cropped and partial."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "End face shown partially."
    },
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": "Projects through beam face; excess is to be cut off."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Callout text is partially unclear; shown as four bar ends in a rectangular pattern."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Diameter hole through beam end region."
    }
  ],
  "measurements": [
    {
      "label": "centerline offset",
      "value": "1″",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "horizontal dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "diameter hole",
      "value": "2″",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "reinforcement spacing",
      "value": "4″",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "diameter",
      "value": "5″",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "cutoff distance from beam face",
      "value": "1″",
      "unit": "",
      "appliesTo": "diaphragm bar"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1″ FROM BEAM FACE."
  ],
  "labels": [
    "1″ CL.",
    "2″ DIAMETER HOLE",
    "4-351 AT 4″ EACH WAY",
    "5″ DIA."
  ],
  "description": "This crop is a partial connection detail at the end face of a beam. It shows a diaphragm bar passing through a 2-inch-diameter hole, adjacent reinforcement, and the required cutoff of excess diaphragm bar 1 inch from the beam face."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular elevation; partial stepped cross-section at right",
      "material": "",
      "count": 1,
      "note": "Longitudinal beam elevation shown between Bent 2 and Bent 3; right-hand cross-section is cropped."
    },
    {
      "name": "diaphragm-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as 2 in. diameter holes; omission callouts apply at specified beams."
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Shown at the beam midpoint centerline."
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped",
      "material": "",
      "count": 8,
      "note": "Callout reads 8 - DRAPED STRANDS."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-550",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-450",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "13-350",
      "shape": "linear",
      "material": "",
      "count": 13,
      "note": "At 6 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-452",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-650",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "circular in partial cross-section",
      "material": "",
      "count": null,
      "note": "Bar dots are visible in the cropped right-hand beam cross-section."
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "beam span"
    },
    {
      "label": "beam length",
      "value": "80'-11⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint to beam end",
      "value": "40'-5¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint offset",
      "value": "11¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "19 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "6 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "end dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam right end"
    },
    {
      "label": "bar quantity",
      "value": "2-550",
      "unit": "",
      "appliesTo": "reinforcement bar 2-550"
    },
    {
      "label": "bar quantity",
      "value": "2-450",
      "unit": "",
      "appliesTo": "reinforcement bar 2-450"
    },
    {
      "label": "bar quantity",
      "value": "8 - DRAPED STRANDS",
      "unit": "",
      "appliesTo": "draped strands"
    },
    {
      "label": "vertical dimension",
      "value": "8'-4 5/[illegible]\"",
      "unit": "",
      "appliesTo": "beam right end"
    },
    {
      "label": "bar spacing",
      "value": "13-350 AT 6\"",
      "unit": "",
      "appliesTo": "reinforcement bar 13-350"
    },
    {
      "label": "bar quantity",
      "value": "2-452",
      "unit": "",
      "appliesTo": "reinforcement bar 2-452"
    },
    {
      "label": "bar quantity",
      "value": "2-650",
      "unit": "",
      "appliesTo": "reinforcement bar 2-650"
    },
    {
      "label": "vertical dimension",
      "value": "2'-3\"",
      "unit": "",
      "appliesTo": "beam left portion"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm-bar hole"
    },
    {
      "label": "dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm-bar holes"
    },
    {
      "label": "dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm-bar holes"
    },
    {
      "label": "ANC",
      "value": "1¼\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "ΔC",
      "value": "⅛\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bearing offset",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "left bearing"
    },
    {
      "label": "bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "left bearing"
    },
    {
      "label": "bearing offset",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "left bearing"
    },
    {
      "label": "bearing to bearing",
      "value": "79'-7⅝\"",
      "unit": "",
      "appliesTo": "bearings"
    },
    {
      "label": "bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "right bearing"
    },
    {
      "label": "bearing offset",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "right bearing"
    },
    {
      "label": "bearing offset",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "right bearing"
    },
    {
      "label": "dimension",
      "value": "2⅝\"",
      "unit": "",
      "appliesTo": "beam right end"
    },
    {
      "label": "partial top width dimension",
      "value": "1'-4[partial]",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    },
    {
      "label": "dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    },
    {
      "label": "dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    },
    {
      "label": "dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    },
    {
      "label": "centerline dimension",
      "value": "1⅝\" CL.",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    },
    {
      "label": "bar spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section reinforcement"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    },
    {
      "label": "bar spacing",
      "value": "9 SPACES AT [partial]",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section reinforcement"
    },
    {
      "label": "partial bottom width dimension",
      "value": "1'-1[partial]",
      "unit": "",
      "appliesTo": "cropped right-hand cross-section"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ BEARING",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a beam spanning from ℄ Bent 2 to ℄ Bent 3, including beam length, span length, bearing locations, midpoint, diaphragm-bar holes, hold down location, and reinforcing/strand callouts. A partial stepped beam cross-section with reinforcing bar dots and dimensions is visible at the far right, but it is cropped and incomplete."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "prestressed concrete beam",
      "tag": "",
      "shape": "I-girder with tapered web and widened top and bottom flanges",
      "material": "precast concrete",
      "count": 1,
      "note": "Shown in section at midpoint and at end; black dots indicate prestressed strands."
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Callout shown at end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Callout shown at top flange of end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement in the lower tapered-flange area of end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Callout shown at bottom of end section."
    },
    {
      "name": "prestressed strand",
      "tag": "",
      "shape": "circular in section",
      "material": "prestressing steel",
      "count": null,
      "note": "Dot symbol is identified as 1/2\" diameter prestressed strands."
    }
  ],
  "measurements": [
    {
      "label": "top width at midpoint",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top dimension at midpoint",
      "value": "550",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "horizontal dimension at midpoint",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top flange thickness at midpoint",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web horizontal dimension at midpoint",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web horizontal dimension at midpoint",
      "value": "4 1/2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "clearance at midpoint",
      "value": "1 5/8\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web horizontal dimension at midpoint",
      "value": "7 1/2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "upper vertical segment at midpoint",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "upper taper vertical segment at midpoint",
      "value": "4 1/2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web vertical segment at midpoint",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "lower taper vertical segment at midpoint",
      "value": "7 1/2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom vertical segment at midpoint",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "overall depth at midpoint",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "prestressed strand spacing at midpoint",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "bottom flange thickness at midpoint",
      "value": "3\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "side spacing at midpoint",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "prestressed strand spacing at midpoint",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "side spacing at midpoint",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "bottom width at midpoint",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top horizontal dimension at end",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top dimension at end",
      "value": "650",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "clearance at end",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "overall depth at end",
      "value": "2'-7\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom clearance at end",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "prestressed strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressed strand"
    },
    {
      "label": "minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "reinforcement callout",
      "value": "8-451",
      "unit": "",
      "appliesTo": "reinforcement bar 451"
    },
    {
      "label": "reinforcement callout",
      "value": "2-450",
      "unit": "",
      "appliesTo": "reinforcement bar 450"
    },
    {
      "label": "reinforcement callout",
      "value": "350",
      "unit": "",
      "appliesTo": "reinforcement bar 350"
    },
    {
      "label": "reinforcement callout",
      "value": "2-452",
      "unit": "",
      "appliesTo": "reinforcement bar 452"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "DIMENSIONS ALONG ℄ BEAM",
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "LENT 3 (partial)"
  ],
  "description": "This crop shows cross sections of a prestressed concrete beam at its midpoint and at its end. The sections document the tapered I-girder profile, overall and component dimensions, prestressed-strand layout, and end-region reinforcement callouts."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "cylindrical plain threaded bar",
      "material": "ASTM A 709 Grade 36",
      "count": 1,
      "note": "Bar is shown passing through the beam end recess."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "One washer is shown at the recessed bar end; note specifies washers on each end."
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Shown at the recessed bar end; note specifies hex nuts on each end."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a fragment of the beam end/face is shown."
    },
    {
      "name": "Recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Recess at diaphragm bar end, dimensioned 5\" DIA."
    },
    {
      "name": "Hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as a 2\" DIAMETER HOLE."
    },
    {
      "name": "Reinforcement bars",
      "tag": "4-351",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout reads \"4-351 AT 4\" EACH WAY\"; tag characters are unclear as printed."
    }
  ],
  "measurements": [
    {
      "label": "Centerline dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Diaphragm bar recess detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Hole"
    },
    {
      "label": "Reinforcement callout",
      "value": "4-351 AT 4\" EACH WAY",
      "unit": "",
      "appliesTo": "Reinforcement bars"
    },
    {
      "label": "Recess diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "Recess"
    },
    {
      "label": "Cutoff distance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Thread length on each end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Washer thickness",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "Washer"
    },
    {
      "label": "Washer diameter",
      "value": "3/2\"",
      "unit": "",
      "appliesTo": "Washer"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.",
    "CUT OFF EXCESS DIAPHRAGM BAR 1” FROM BEAM FACE."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS",
    "1” CL.",
    "2” DIAMETER HOLE",
    "5” DIA."
  ],
  "description": "This crop shows a recess detail at the end of a diaphragm bar in a fragment of a beam. The detail depicts the threaded plain diaphragm bar, washer, and hex nut within a circular recess, with cutoff, protective-coating, and epoxy-grout requirements."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent polygonal bar with sloped legs",
      "material": "",
      "count": 1,
      "note": "Both sloped bends are shown 45° TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": "Note directs slight shift or slope to avoid conflict with strands."
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "open rectangular/U-shaped",
      "material": "",
      "count": 1,
      "note": "Open ends are to be placed away from beam ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "L-shaped, 90° bent",
      "material": "",
      "count": 1,
      "note": "At top of beam, bar is field bent or shop bent 90° so horizontal leg extends between top and bottom mats of slab reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "650",
      "shape": "L-shaped, 90° bent",
      "material": "",
      "count": 1,
      "note": "At top of beam, bar is field bent or shop bent 90° so horizontal leg extends between top and bottom mats of slab reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "sloping leg length, TYP.",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bend angle, TYP.",
      "value": "45°",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "overall width",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "vertical dimension, TYP.",
      "value": "4\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "351"
    },
    {
      "label": "lap length minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar length",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "bar length",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "vertical leg length",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "horizontal leg length",
      "value": "11\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "vertical leg length",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "650"
    },
    {
      "label": "horizontal leg length",
      "value": "8\"",
      "unit": "",
      "appliesTo": "650"
    },
    {
      "label": "bend angle",
      "value": "90°",
      "unit": "",
      "appliesTo": "550 and 650"
    }
  ],
  "notes": [
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 650 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "REINFORCEMENT",
    "BRIDGE NO. I LT. AND RT."
  ],
  "description": "This crop is a reinforcement bar detail showing bar shapes and dimensions for bars 350, 351, 450, 451, 452, 550, and 650. It includes fabrication, bending, placement, and lap instructions for beam and slab reinforcement."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "partial; bent-bar shape not fully visible",
      "material": "",
      "count": 1,
      "note": "Only the lower portion of the bar-shape diagram is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "rectangular bent-bar shape",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight horizontal bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "rectangular bent-bar shape",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "L-shaped bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "650",
      "shape": "L-shaped bent bar",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "bar shape dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "351"
    },
    {
      "label": "bar shape dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "bar shape dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "bar shape dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar shape dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar shape dimension",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar shape dimension",
      "value": "11\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar shape dimension",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "650"
    },
    {
      "label": "bar shape dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "650"
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "TYPE III PSC BEAM - INTERMEDIATE SPAN",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "NO SCALE",
    "APRIL 2025",
    "DRAWING NO.",
    "35-0011",
    "BRIDGE SHEET",
    "11 OF 21",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "DATE",
    "REVISIONS",
    "BY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0011.dgn",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER APRUNA SASTRY"
  ],
  "description": "This crop primarily shows the sheet title block for a Georgia Department of Transportation bridge drawing. The sheet is titled \"TYPE III PSC BEAM - INTERMEDIATE SPAN\" for SR 21 @ NS #620272Y in Jenkins County, and identifies Bridge Sheet 11 of 21. The upper portion of the crop contains partial reinforcement bar-shape diagrams with marks 351, 451, 450, 452, 550, and 650."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "prestressed concrete beam",
      "tag": "",
      "shape": "rectangular side elevation; partial shaped cross section at right",
      "material": "prestressed concrete",
      "count": 1,
      "note": "Beam is shown between ℄ BENT 2 and ℄ BENT 3."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown by ℄ BEARING locations at each end of the beam."
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Located at the beam midpoint line."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Callout identifies a 2 in. diameter hole; omission callouts apply at specified beams."
    },
    {
      "name": "draped prestressing strands",
      "tag": "8 - DRAPED STRANDS",
      "shape": "draped",
      "material": "steel",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#5 U",
      "shape": "U-shaped",
      "material": "steel",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#4 U",
      "shape": "U-shaped",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#6 U",
      "shape": "U-shaped",
      "material": "steel",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "13-#5 @ 6\"",
      "shape": "",
      "material": "steel",
      "count": 13,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#4 Z",
      "shape": "Z-shaped",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "span between ℄ BENT 2 and ℄ BENT 3"
    },
    {
      "label": "beam length",
      "value": "80'-11 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint dimension",
      "value": "40'-5 3/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "11 13/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "19 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "6 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam depth",
      "value": "2'-3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "6 7/8\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "dimension",
      "value": "6 7/8\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "vertical dimension",
      "value": "8'-4 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "13-#5 @ 6\""
    },
    {
      "label": "dimension",
      "value": "2 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "bearing end"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bearing end"
    },
    {
      "label": "dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "bearing end"
    },
    {
      "label": "bearing centerline to bearing centerline",
      "value": "79'-7 5/8\"",
      "unit": "",
      "appliesTo": "bearings"
    },
    {
      "label": "dimension",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "centerline dimension",
      "value": "1 5/8\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "partial beam section reinforcement"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "partial beam section"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "ΔNC = 1/4\"",
    "ΔC = 1/8\"",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "℄ BENT 2",
    "℄ BENT 3",
    "NOTES",
    "ELEVATION",
    "SECTION AT"
  ],
  "description": "This crop principally shows an elevation of one prestressed concrete beam spanning between ℄ BENT 2 and ℄ BENT 3, including bearing centerlines, beam dimensions, hold-down location, diaphragm-bar holes, and reinforcement/strand callouts. A partial beam cross section is visible at the right edge, with dimensions and reinforcement spacing partly cropped."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "prestressed beam",
      "tag": "",
      "shape": "tapered I-shaped section",
      "material": "",
      "count": 2,
      "note": "Two cross sections are shown: one at midpoint and one at end."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular dots in cross section",
      "material": "prestressed",
      "count": null,
      "note": "Dots are identified as 1/2\" diameter prestressed strands."
    },
    {
      "name": "reinforcement bar group",
      "tag": "8-451",
      "shape": "bar line with circular ends",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-450",
      "shape": "bar line with circular ends",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "350",
      "shape": "bar line",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-452",
      "shape": "bar line",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "spacing",
      "value": "550",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "4½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "7½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "overall depth",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "7½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "centerline dimension",
      "value": "1⅝\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strands, section at midpoint"
    },
    {
      "label": "vertical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "end offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strands, section at midpoint"
    },
    {
      "label": "end offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "bottom width",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "spacing",
      "value": "650",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "centerline dimension",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "overall depth",
      "value": "2'-7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "centerline dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "prestressed beam"
    },
    {
      "label": "strand diameter",
      "value": "½\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES ½\" DIAMETER PRESTRESSED STRANDS.",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM (partial)."
  ],
  "labels": [
    "BENT 3",
    "SECTION AT MIDPOINT",
    "SECTION AT END"
  ],
  "description": "This crop shows transverse cross sections of a tapered prestressed beam at its midpoint and at its end. The sections document beam geometry, prestressed-strand layouts, and reinforcement callouts 8-451, 2-450, 350, and 2-452."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular plain bar, threaded at ends",
      "material": "steel (ASTM A 709 Grade 36)",
      "count": 1,
      "note": "Bar end is shown within a recess."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Shown at diaphragm bar end; note specifies washers on each end."
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#5",
      "shape": "straight bar",
      "material": "steel",
      "count": 4,
      "note": "Callout reads \"4-#5I AT 4\" EACH WAY\"; final character after #5 is unclear."
    },
    {
      "name": "Recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Recess at diaphragm bar end."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the beam-face fragment is shown."
    }
  ],
  "measurements": [
    {
      "label": "Centerline offset",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Diaphragm bar / recess detail"
    },
    {
      "label": "Horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Diaphragm bar / recess detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Hole"
    },
    {
      "label": "Reinforcement",
      "value": "4-#5I AT 4\" EACH WAY",
      "unit": "",
      "appliesTo": "#5 reinforcement bar"
    },
    {
      "label": "Recess diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "Recess"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Thread length on each end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Washer thickness",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "Washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Washer"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE.",
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3 1/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "This crop is a recess detail for the ends of a diaphragm bar at a beam face. It shows the threaded bar, washer and hex nut arrangement within a circular recess, together with reinforcement and installation, coating, and grout requirements."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Continuous member shown supported on piles."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile centerlines/support locations are visible beneath the pile cap."
    },
    {
      "name": "end wall",
      "tag": "",
      "shape": "rectangular vertical",
      "material": "",
      "count": 2,
      "note": "Vertical end members are shown at the left and right ends of the cap."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#10",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out over each pile."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#12",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#10",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Lower longitudinal bar callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15B",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Left-end callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15C",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Right-end callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#11",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces at both end regions."
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-#11",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Pile reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "pile cap end regions"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "typical pile-cap bay"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "End spacing",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end of pile cap to first pile"
    },
    {
      "label": "Pile spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "End spacing",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "last pile to right end of pile cap"
    },
    {
      "label": "Overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION (partial)"
  ],
  "description": "This crop shows an elevation of a long pile cap or similar continuous horizontal support member, with six visible piles beneath it and vertical end members at both ends. It documents pile spacing, overall cap length, elevation callouts, section references A and B, and reinforcing-bar callouts."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "long rectangular, stepped/sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous member shown spanning between pile locations."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Six pile locations are visible beneath the pile cap."
    },
    {
      "name": "end vertical concrete elements",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Unlabeled vertical elements rise above the pile cap at each end."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15A",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Typical."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15B",
      "shape": "bent",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15C",
      "shape": "bent",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#11",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "At equal spaces at each end."
    },
    {
      "name": "reinforcement bars",
      "tag": "7-#11",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "At equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": "right end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Pile reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Length",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Length",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "Overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION (partial)"
  ],
  "description": "This crop is an elevation of a continuous reinforced-concrete pile cap supported on six visible piles. It shows pile-cap reinforcement callouts, end vertical concrete elements, pile spacing and bay dimensions, and top and bottom elevation callouts."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown 3'-0\" wide by 2'-0\" minimum deep, with a central rectangular member continuing below the section."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "2-#12",
      "shape": "circular in section",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two bars shown near the top face."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "4-#10",
      "shape": "circular in section",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Four bars shown at the section corners."
    },
    {
      "name": "central supporting member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular member extends below the main rectangular concrete section; its lower extent is cut off by the crop."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central supporting member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central supporting member"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing bars shown in section. A central rectangular supporting member continues below the main section but is only partially visible in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in Section B-B with a rectangular closed reinforcement outline."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-#12",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two bars shown near the top of the section."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-#10",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four bars shown at the section corners."
    },
    {
      "name": "reinforcing bar",
      "tag": "#11",
      "shape": "rectangular closed tie",
      "material": "",
      "count": 1,
      "note": "Callout points to the closed rectangular reinforcement."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-#5 SERIES",
      "shape": "vertical",
      "material": "",
      "count": 2,
      "note": "Two vertical bars extend below the member; continuation/break is shown."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows Section B-B through a rectangular reinforced concrete member, 3'-0\" wide and at least 2'-0\" deep. It documents reinforcing-bar arrangements, a closed tie, clear-cover requirements, and two vertical #5-series bars continuing below the section."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap / continuous cap beam",
      "tag": "",
      "shape": "long continuous member with sloping top and bottom faces",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Supported on visible piles; reinforcing-bar callouts are shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Vertical piles are visible below the cap beam."
    },
    {
      "name": "end upstand",
      "tag": "",
      "shape": "rectangular vertical upstand",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each end of the cap beam."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15B",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "#11",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#10",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Over each pile."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#12",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#11",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces, typical each bay."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15C",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left end of cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right end of cap beam"
    },
    {
      "label": "Pile-to-face offset",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Typical pile-to-face offset",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Left end bay length",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Typical bay length",
      "value": "7′-7¹⁄₁₆″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Right end bay length",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Overall length",
      "value": "44′-1¹⁄₁₆″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "each typical bay"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of cap beam"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "4-#11 AT EQ. SPACES",
    "2-#15A, TYP.",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop is an elevation of a continuous reinforced-concrete cap beam supported by six visible rectangular piles. It shows the sloping cap profile, raised end upstands, reinforcing-bar callouts, pile/bay spacing, overall length, and elevations along the member."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "continuous stepped wall/beam",
      "tag": "",
      "shape": "long continuous member with stepped top edge",
      "material": "",
      "count": 1,
      "note": "Supported at visible pile locations; full section and designation are not shown in this crop."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Visible pile/support locations beneath the continuous member; lower extents are not shown."
    },
    {
      "name": "end upright wall/post",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One tall upright element is visible at each end of the elevation."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#12."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callouts specify 7-#11 at equal spaces in each bay and 4-#11 at equal spaces at both ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15C."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": "right end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of continuous stepped wall/beam"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "#10 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "#12 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "#15A reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "#11 reinforcement bar"
    },
    {
      "label": "Spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile/support locations"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "#11 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "#15B reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "#15C reinforcement bar"
    },
    {
      "label": "Horizontal dimension",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "Horizontal bay dimension",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "interior bays"
    },
    {
      "label": "Horizontal dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "Overall horizontal dimension",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "10″, TYP.",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long, stepped-top continuous member supported on six visible rectangular pile/support locations. Tall rectangular upright elements occur at both ends, and the elevation includes reinforcement callouts, pile spacing information, elevations, and an overall horizontal dimension."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member is 3'-0\" wide and 2'-0\" minimum deep as shown."
    },
    {
      "name": "vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Continues below the section; lower extent is outside the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to the upper reinforcement."
    },
    {
      "name": "reinforcement bars",
      "tag": "#10",
      "shape": "bent",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout points to bent reinforcement at the left side."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "bent rectangular tie",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout points to the reinforcing tie/bar arrangement."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "4-#10 reinforcement bars"
    },
    {
      "label": "minimum depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "vertical member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing steel and a centered vertical rectangular member extending below it. The section documents reinforcement callouts, concrete cover, member width, and minimum depth for this portion only."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Member type is not identified in this crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "2-#12",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two bars shown at the top of section."
    },
    {
      "name": "reinforcing bar",
      "tag": "4-#10",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "Four corner bars shown."
    },
    {
      "name": "reinforcing bar",
      "tag": "#11",
      "shape": "rectangular closed tie",
      "material": "steel",
      "count": null,
      "note": "Callout reads \"4#11\"; tie quantity/configuration is not fully clear."
    },
    {
      "name": "reinforcing bar",
      "tag": "2-#15 SERIES",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two lower bars are shown continuing below the break line."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "minimum clear distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "minimum overall height",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "clear distance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "half-width dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "half-width dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "2-#12"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "4-#10"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "4#11",
      "unit": "",
      "appliesTo": "#11"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "2-#15",
      "unit": "",
      "appliesTo": "2-#15 SERIES"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "B.F"
  ],
  "description": "This crop shows SECTION B-B, a rectangular reinforced-concrete member cross section with a centered vertical centerline. The section depicts longitudinal reinforcement at the top, corners, and lower portion, together with a closed rectangular #11 reinforcement callout and clear-cover dimensions."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long cap shown across Columns 1 and 2; end portions continue/crop at both sides."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown under each column; Column 2 footing is shown with 11'-6\" square typical dimension."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Piles are shown beneath the footings; pile connection detail identifies H-PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "44-421 AT EQ. SPS. in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "2-520 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1122 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1123 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 620 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 621 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-521 and 25-521 bar callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "",
      "material": "",
      "count": null,
      "note": "14-522 DBL callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1121 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1120",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1120 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "12-420 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "",
      "material": "",
      "count": 16,
      "note": "16-920 AT EQ. SPS. in footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Pile connection detail; #8 BAR, TYP."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Mechanical coupler, typical; see special provision 511."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Required construction joint at contractor's option."
    },
    {
      "name": "pile connection",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Detail shows reinforcing bars connected above an H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap reinforcement spacing",
      "value": "AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "bar quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "bar quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "bar size",
      "value": "#8",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar extension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "maximum factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "NOTES:",
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "I2-I121 SERIES",
    "I2-I120 SERIES",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop shows an elevation of Bent 2, left looking ahead, with a long bent cap supported by Columns 1 and 2 and their footings/piles. It includes reinforcement callouts, cap and footing dimensions/elevations, a required construction-joint note, and a pile connection detail. Portions of the bent extend beyond the left and right crop boundaries."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "tapered rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap shown across Columns 3 and 4."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Four pile extensions are visible below the two footings; two at each footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 44-#21 at equal spaces, 12-#21, and 25-#21 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 14-#22 DBL."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 2-#20."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 8-#23."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped with flared legs",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Separate partial bar-bend detail at lower left of crop."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing and quantity",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement quantity",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "#23 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap length between indicated points",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "\"I6 FOR CAP, SECTIONS.\" (partial text at left crop edge)",
    "\"-6” INTO CAP.\" (partial text at left crop edge)",
    "\", TYP.\" (partial text at lower-left crop edge)",
    "\"ER HOLES\" (partial text at lower-left crop edge)"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S & A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "A",
    "B"
  ],
  "description": "This crop is an elevation of Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. It shows a reinforced-concrete bent cap supported by Columns 3 and 4, each on a rectangular footing with visible pile extensions, together with cap reinforcement callouts and elevations. A partial #8 reinforcing-bar bend detail is visible at the lower left."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top member shown over Columns 1 and 2; right end continues into partial adjacent view."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Footing at Column 1 and typical footing detail at Column 2."
    },
    {
      "name": "H-pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Shown beneath footings and in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "I4-620, I4-621, 9-620, 9-621, 7-620, 7-621, I2-420, I2-521, I2-522 DBL, I2-1121 SERIES, I2-1120 SERIES, I6-920, 8-I122, 8-I123, 2-520, #8 BAR",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts shown in cap, columns, footings, and pile connection detail."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout at Column 1; typ."
    },
    {
      "name": "construction joint",
      "tag": "CONST. JT.",
      "shape": "horizontal joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint shown at footing/cap detail."
    },
    {
      "name": "pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 2,
      "note": "Pile connection detail shows bent bars at H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-10\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "typical dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical footing size",
      "value": "11'-6\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical pile projection/depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "partial adjacent column"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "partial adjacent column"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "NOTES:",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "I2-1121 SERIES",
    "I2-1120 SERIES",
    "SECTION A",
    "SECTION B",
    "SECTION C"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead, including the bent cap, Columns 1 and 2, column reinforcement callouts, and footing/pile support details. A pile connection detail and a typical footing/required construction-joint detail are shown at the lower right; a partial adjacent elevation is visible at the far right."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped top profile",
      "material": "",
      "count": 1,
      "note": "Cap is shown spanning between Column 3 and Column 4."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Lower portion is broken in elevation."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Lower portion is broken in elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two pile portions are visible beneath each footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "Cap reinforcement callout: 44-#21 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout: 8-#22."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout: 2-#20."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout: 8-#23."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at each outer cap segment."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "DBL callout shown at each column region."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "SERIES callout at Column 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar",
      "material": "",
      "count": 1,
      "note": "Partial bar-bend detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "outer cap segment length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "center cap segment length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar series quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar series quantity",
      "value": "12-#20",
      "unit": "",
      "appliesTo": "#20"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity and spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity",
      "value": "14-#22",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar arrangement",
      "value": "DBL",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity and equal spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar bend dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "44-#21 AT EQ. SPS.",
    "11 SPS. AT 7\"",
    "12-#21 SERIES",
    "6 SPS AT 5\"",
    "14-#22 DBL",
    "25-#21 AT EQ. SPS.",
    "EL. 151.00, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "Atlanta",
    "PARTIAL: #8 BAR"
  ],
  "description": "This crop shows the elevation of Bent 2, right looking ahead, with a continuous bent cap supported by Columns 3 and 4. Each visible column continues down to a rectangular footing with two visible pile portions. A partial #8 bar-bend detail is visible at the lower left of the crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity listed for Bent 2 LT. and Bent 2 RT."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Quantity listed for Bent 2 LT. and Bent 2 RT."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT."
  ],
  "description": "This crop is a substructure quantities table for the left and right portions of Bent 2. It lists Class AA concrete and reinforcing-steel quantities for each side."
}

{
  "view": "Unclear",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 3 LEFT / BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in plan and elevation."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Centerlines are indicated."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "EL. 151.00, TYP. is called out at footings."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Pile connection detail is shown; pile quantities are indicated by 18-930 AT EQ. SPS. on the left bent elevation."
    },
    {
      "name": "Pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "TYP.; SEE SPECIAL PROVISION."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is indicated at the column/footing region."
    },
    {
      "name": "Reinforcement bars",
      "tag": "431, 530, 531, 532, 630, 631, 930, 131, 131A, 132, 133",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Bar marks and spacing are shown for caps, columns, and footings."
    }
  ],
  "measurements": [
    {
      "label": "Cap reinforcing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap length between indicated column regions",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Column reinforcing",
      "value": "12-531",
      "unit": "",
      "appliesTo": "COLUMN 1 / COLUMN 2"
    },
    {
      "label": "Column reinforcing",
      "value": "12-131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Column reinforcing",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2 / COLUMN 3"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column width",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column top and bottom offsets",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing plan dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing reinforcing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing pile reinforcing",
      "value": "18-930",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail hole size",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.47 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Pile factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 131A 3'-9\" INTO CAP.",
    "* REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS."
  ],
  "labels": [
    "PLAN (BENT 3 LEFT)",
    "PLAN (BENT 3 RIGHT)",
    "ELEVATION (BENT 3 LEFT LOOKING AHEAD)",
    "ELEVATION (BENT 3 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "NOTES:",
    "A",
    "B",
    "SECTION A-A",
    "SECTION B-B",
    "INTERMEDIATE BENT 3",
    "BRIDGE NO. 1 LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop is an intermediate bent detail sheet showing plan views for Bent 3 Left and Bent 3 Right, together with their elevations. It documents bent caps, Columns 1 through 4, footings, H-pile connections, reinforcing bar marks, elevations, and a pile connection detail."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity item listed for Bent 3 LT. and Bent 3 RT."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Quantity item listed for Bent 3 LT. and Bent 3 RT."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16679",
      "unit": "LB",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16681",
      "unit": "LB",
      "appliesTo": "BENT 3 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 3 LT.",
    "BENT 3 RT."
  ],
  "description": "This crop is a substructure quantities table for Bent 3 left and right. It lists Class AA concrete quantities and bar reinforcing steel quantities for each bent."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned cap at bearing locations."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 2,
      "note": "Shown at CL BRNG. locations."
    },
    {
      "name": "reinforcement bars",
      "tag": "#20 OR #30",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Top reinforcing bars in raised portion of cap."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "Top row of reinforcement bars."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Callout points to reinforcement at the right side of cap."
    },
    {
      "name": "reinforcement bars",
      "tag": "#22 OR #32",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "5 bars each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Callout points to vertical side reinforcement."
    },
    {
      "name": "reinforcement bars",
      "tag": "#23 OR #33",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "Bottom row of reinforcement bars."
    }
  ],
  "measurements": [
    {
      "label": "overall cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "CL BENT to left cap edge",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "CL BENT to right cap edge",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left cap edge to CL BRNG.",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "left CL BRNG. to CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "CL BENT to right CL BRNG.",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "right CL BRNG. to cap edge",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "top reinforcement quantity",
      "value": "2-#20 OR 2-#30",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "top reinforcement quantity",
      "value": "8-#21 OR 8-#31",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "side reinforcement quantity",
      "value": "4-#21 OR 4-#31",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "each-face reinforcement quantity",
      "value": "5-#22 OR 5-#32",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "side reinforcement",
      "value": "#21 OR #31",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "bottom reinforcement quantity",
      "value": "8-#23 OR 8-#33",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-#22 OR 5-#32 EACH FACE",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows SECTION A-A through a reinforced-concrete bent cap, including two bearing centerline locations and the bent centerline. It documents cap geometry, bearing spacing, clear cover, and the reinforcing-bar callouts visible in this section."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in footing plan and Section B-B."
    },
    {
      "name": "pile",
      "tag": "℄ PILE",
      "shape": "H-section symbol",
      "material": "",
      "count": 6,
      "note": "Six pile locations are shown in the footing plan."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the column centerline/location is shown in the footing plan; a column projection is shown in Section B-B."
    },
    {
      "name": "bearing centerline",
      "tag": "℄ BRNG.",
      "shape": "centerline",
      "material": "",
      "count": 2,
      "note": "Shown in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121 OR 1131",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "bar",
      "material": "",
      "count": 44,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "bar",
      "material": "",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bar",
      "tag": "521 OR 531",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Left-side callout in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Right-side callout in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123 OR 1133",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bottom-bar callout in Section B-B."
    }
  ],
  "measurements": [
    {
      "label": "overall width at ℄ BENT",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "width from ℄ BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "width from ℄ BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "bar quantity",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "reinforcement bar"
    },
    {
      "label": "overall footing plan width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "overall footing plan length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "AHEAD",
    "℄ BENT 2",
    "℄ BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "The crop shows Section B-B through a bent footing/pedestal and the footing plan for Bent 3. The Bent 3 footing plan is a 13'-0\" by 13'-0\" rectangle with six indicated pile locations in two rows of three, together with bent, column, pile, and direction centerlines. Partial adjacent details are visible at the left edge."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular reinforced-concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in DETAIL I and SECTION A-A; full member extent is not shown in the crop."
    },
    {
      "name": "reinforcing bars",
      "tag": "5-#11",
      "shape": "straight",
      "material": "steel",
      "count": 5,
      "note": "Five longitudinal bars are shown in DETAIL I."
    },
    {
      "name": "reinforcing bars",
      "tag": "5-#4 EA. FACE AT EQ. SPS.",
      "shape": "straight",
      "material": "steel",
      "count": 10,
      "note": "Section A-A shows five bar ends at each face."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "member thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "vertical dimension",
      "value": "5'-4 1/4\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    }
  ],
  "notes": [
    "5-#4 EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "A",
    "DETAIL I",
    "SECTION A-A"
  ],
  "description": "This crop shows DETAIL I of a rectangular reinforced-concrete member with a reinforcing-bar layout. SECTION A-A shows the 1'-0\" thick member section and reinforcing bars arranged at each face at equal spacing."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "5I0A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Vertical bars indicated by the callout \"5-5I0A\"."
    },
    {
      "name": "reinforcement bars",
      "tag": "5I0B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Vertical bars indicated by the callout \"4-5I0B\"."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Two horizontal bars are visible across the partial rectangular reinforcement layout."
    },
    {
      "name": "rectangular member outline",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the outlined member is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "rectangular member outline"
    }
  ],
  "notes": [],
  "labels": [
    "B",
    "C"
  ],
  "description": "This crop shows the upper portion of a reinforcement detail for a rectangular member, with a grid of vertical and horizontal reinforcing bars inside an outlined perimeter. A 5'-4¾\" overall horizontal dimension and bar-group callouts for 5I0A and 5I0B are shown; the drawing continues below and to the right outside the crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial vertical portion of the member is shown in the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "#13A",
      "shape": "circular bar ends",
      "material": "",
      "count": 10,
      "note": "Five bar ends are shown at each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "510A",
      "shape": "vertical",
      "material": "",
      "count": 2,
      "note": "Two vertical bars are visible below the horizontal line."
    }
  ],
  "measurements": [
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#13A",
      "unit": "",
      "appliesTo": "#13A"
    }
  ],
  "notes": [
    "5-#13A EA. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a partial reinforcement detail for a 1'-0\" wide rectangular member. It depicts five #13A bar ends at each face at equal spacing and two vertical bars called out as 510A."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Rectangular section shown."
    },
    {
      "name": "Reinforcement bars",
      "tag": "#13A",
      "shape": "circular",
      "material": "",
      "count": 10,
      "note": "5 bars each face, at equal spaces."
    },
    {
      "name": "Reinforcement bars",
      "tag": "#13B",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "3 bars each face, at equal spaces."
    },
    {
      "name": "Reinforcement bars",
      "tag": "#10B",
      "shape": "",
      "material": "",
      "count": 5,
      "note": "Leader points to internal reinforcement; printed callout appears as 5#10B."
    }
  ],
  "measurements": [
    {
      "label": "Section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Concrete member"
    },
    {
      "label": "Reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "#13A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "#13B"
    },
    {
      "label": "Reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "#10B"
    }
  ],
  "notes": [
    "5-#13A EA. FACE AT EQ. SPS.",
    "3-#13B EA. FACE AT EQ. SPS.",
    "5#10B"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows SECTION C-C through a 1'-0\" wide rectangular concrete member. Reinforcement is shown in two faces, with #13A and #13B bar groups at equal spacing and a #10B reinforcement callout."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcing bar set",
      "tag": "510A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Callout shown as 5-510A."
    },
    {
      "name": "reinforcing bar set",
      "tag": "510B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout shown as 4-510B."
    },
    {
      "name": "reinforcing bar set",
      "tag": "413A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Callout shown as 5-413A."
    },
    {
      "name": "reinforcing bar set",
      "tag": "413B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Callout shown as 3-413B."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Detail 2"
    },
    {
      "label": "bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "510A"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "510B"
    },
    {
      "label": "bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "413A"
    },
    {
      "label": "bar quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "413B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows Detail 2, a reinforcement layout within a heavy rectangular outline with an internal offset/L-shaped line. Reinforcing bar sets 510A, 510B, 413A, and 413B are identified, with section-direction arrows labeled B and C at the bottom."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular reinforced-concrete element",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only a portion of the element is shown in Detail 3 and Section D-D."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#4",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown each face at equal spacing; repeated bar callout is visible in the detail and section."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement/bar distribution",
      "value": "5-#4",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "vertical dimension",
      "value": "5'-4 1/4\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement/bar distribution",
      "value": "5-#4",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "5-#4 E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 3",
    "SECTION D-D",
    "D"
  ],
  "description": "This crop shows Detail 3 and Section D-D of a rectangular reinforced-concrete element with reinforcing steel. The left view depicts the reinforcement layout over part of the element, and the right view shows the 1'-0\"-wide section with bars at each face."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular member outline",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion is visible in this crop."
    },
    {
      "name": "reinforcement bar group",
      "tag": "5-540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Vertical bars shown within the member outline."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Vertical bars shown within the member outline."
    },
    {
      "name": "horizontal reinforcement bars",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Two horizontal bars are visible across the cropped member."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾″",
      "unit": "",
      "appliesTo": "rectangular member outline"
    },
    {
      "label": "vertical dimension text, partial",
      "value": "3A",
      "unit": "",
      "appliesTo": "rectangular member outline"
    }
  ],
  "notes": [],
  "labels": [
    "E",
    "F",
    "NO SCALE (partial)"
  ],
  "description": "This crop shows the upper portion of a rectangular reinforcement detail, with an outer member outline and an internal reinforcing-bar grid. It includes an overall horizontal dimension, two reinforcement group callouts, and section/detail reference symbols E and F."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Rectangular concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial length is visible in this crop."
    },
    {
      "name": "Reinforcing bars",
      "tag": "#3A",
      "shape": "circular symbols in two vertical rows",
      "material": "",
      "count": 10,
      "note": "Callout states 5-#3A each face at equal spaces."
    },
    {
      "name": "Longitudinal reinforcing bars",
      "tag": "540A",
      "shape": "straight vertical",
      "material": "",
      "count": 2,
      "note": "Tag text is slightly unclear; shown with two leader arrows."
    }
  ],
  "measurements": [
    {
      "label": "Member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Rectangular concrete member"
    }
  ],
  "notes": [
    "5-#3A E.A. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a reinforcement detail of a narrow rectangular member, 1'-0\" wide. Two rows of circular reinforcing-bar symbols are shown, with a callout for 5-#3A bars at each face at equal spacing; the member continues beyond the bottom of the crop."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular section; material is not stated in this crop."
    },
    {
      "name": "Reinforcement bars",
      "tag": "443A",
      "shape": "circular bar ends as drawn",
      "material": "",
      "count": 10,
      "note": "5-443A E.A. FACE AT EQ. SPS."
    },
    {
      "name": "Reinforcement bars",
      "tag": "443B",
      "shape": "circular bar ends as drawn",
      "material": "",
      "count": 6,
      "note": "3-443B E.A. FACE AT EQ. SPS."
    },
    {
      "name": "Reinforcement",
      "tag": "540B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout leaders point to reinforcement near the transition between 443A and 443B bar groups."
    }
  ],
  "measurements": [
    {
      "label": "Section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Rectangular member"
    },
    {
      "label": "443A reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "443B reinforcement quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [
    "5-443A E.A. FACE AT EQ. SPS.",
    "3-443B E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION F-F"
  ],
  "description": "This crop shows SECTION F-F, a narrow rectangular cross section with two vertical rows of reinforcement bar ends. The section is dimensioned 1'-0\" wide and includes 443A and 443B reinforcement called out at each face at equal spacing, plus a 540B reinforcement callout."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "540A",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 5,
      "note": "Vertical bar layout indicated in the upper portion of the detail."
    },
    {
      "name": "reinforcement bars",
      "tag": "540B",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Vertical bar layout indicated in the upper-right portion of the detail."
    },
    {
      "name": "reinforcement bars",
      "tag": "443A",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 5,
      "note": "Horizontal bar layout indicated along the right side of the detail."
    },
    {
      "name": "reinforcement bars",
      "tag": "443B",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 3,
      "note": "Horizontal bar layout indicated in the lower-right portion of the detail."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "reinforcement bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "reinforcement bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "reinforcement bar quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 4",
    "F",
    "F"
  ],
  "description": "This crop shows Detail 4, a reinforcement layout within a heavy outlined rectangular area with an internal stepped/re-entrant outline. Reinforcing bars are identified by marks 540A, 540B, 443A, and 443B, and section/detail references F are shown at the bottom."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member",
      "tag": "",
      "shape": "square",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Reinforcement section shown; member name is not visible in this crop."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "12-1121 OR 1131",
      "shape": "circular in section",
      "material": "",
      "count": 12,
      "note": "Twelve filled circular bar locations are shown around the perimeter."
    },
    {
      "name": "perimeter reinforcement tie",
      "tag": "620 OR 630",
      "shape": "rectangular with hooked end",
      "material": "",
      "count": null,
      "note": "Callout points to the perimeter tie at the right side."
    },
    {
      "name": "diagonal reinforcement tie legs",
      "tag": "621 OR 631",
      "shape": "diagonal",
      "material": "",
      "count": null,
      "note": "Callout points to a diagonal tie leg."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "section height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "CL. ALL SIDES",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows Section C-C through a square reinforced-concrete member. The section is 3'-6\" by 3'-6\" and depicts twelve perimeter longitudinal bars with perimeter and diagonal reinforcement ties."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete bent member",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member shown about C/L BENT with bearing centerlines indicated."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-520 OR 2-530",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 2,
      "note": "Two upper reinforcing bars are shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-1121 OR 8-1131",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 8,
      "note": "Eight reinforcing bars are shown along the upper level."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-422 OR 5-432",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 10,
      "note": "Callout states EACH FACE; five bar sections are visible at each side face."
    },
    {
      "name": "reinforcement",
      "tag": "44-421 OR 44-431",
      "shape": "rectangular/linear",
      "material": "steel",
      "count": null,
      "note": "Leader points to reinforcement at the right side of the member."
    },
    {
      "name": "reinforcement",
      "tag": "52I OR 53I",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Leader points to vertical reinforcement at the right side."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-1123 OR 8-1133",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 8,
      "note": "Eight reinforcing bars are shown along the bottom."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Width from C/L BENT to left side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Width from C/L BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Left outside segment",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Left intermediate segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Right intermediate segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Right outside segment",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Minimum overall depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Bottom depth",
      "value": "9\"",
      "unit": "",
      "appliesTo": "reinforced concrete bent member"
    },
    {
      "label": "Minimum clear cover, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "Clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-422 OR 5-432 EACH FACE",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "2\" CL., 3 SIDES",
    "52I OR 53I",
    "8-1123 OR 8-1133"
  ],
  "labels": [
    "C/L BENT",
    "C/L BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows SECTION A-A through a stepped reinforced-concrete bent member. It documents member geometry, bearing and bent centerlines, clear cover, and reinforcing-bar callouts at the upper, side, and bottom faces."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in SECTION B-B with bearing and bent centerlines."
    },
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in FOOTING PLAN - BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section symbol",
      "material": "",
      "count": 6,
      "note": "Six pile symbols are visible in the footing plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 2-520 OR 2-530."
    },
    {
      "name": "reinforcement bar",
      "tag": "I121 OR I131",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I121 OR 8-I131."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 44-421 OR 44-431."
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 5-422 OR 5-432 EACH FACE."
    },
    {
      "name": "reinforcement bar",
      "tag": "521 OR 531",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I123 OR I133",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I123 OR 8-I133."
    }
  ],
  "measurements": [
    {
      "label": "overall width at SECTION B-B",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom cover/depth dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520 OR 2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I121 OR 8-I131",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "44-421 OR 44-431",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I123 OR 8-I133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "footing overall width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing overall length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ BRNG.",
    "℄ BENT",
    "AHEAD",
    "℄ PILE",
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ COLUMN",
    "2"
  ],
  "description": "The crop shows SECTION B-B through a rectangular reinforced concrete bent-cap element, including reinforcement callouts, bearing centerlines, and bent centerline. Below it is the footing plan for Bent 3, showing a 13'-0\" by 13'-0\" rectangular footing, six pile symbols, pile layout dimensions, bent centerlines, and the column centerline."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in DETAIL 1 with reinforcement layout; SECTION A-A shows a 1'-0\" wide section."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#11",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Five bars indicated across the member in DETAIL 1."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#14",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 10,
      "note": "Section A-A shows five bars at each face, at equal spaces."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "rectangular member"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#11",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#14",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular member"
    }
  ],
  "notes": [
    "5-#14 EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 1",
    "SECTION A-A",
    "A"
  ],
  "description": "This crop shows DETAIL 1 for a rectangular reinforced member and the associated SECTION A-A. The detail depicts a reinforcement grid within the member, while the section shows bars at each face and the member width."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "510A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Identified by printed callout \"5-510A\"; only part of the reinforcement layout is visible."
    },
    {
      "name": "reinforcement bars",
      "tag": "510B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Identified by printed callout \"4-510B\"; only part of the reinforcement layout is visible."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "visible rectangular reinforced element"
    }
  ],
  "notes": [],
  "labels": [
    "B",
    "C",
    "13A (partial)"
  ],
  "description": "This crop shows the upper portion of a rectangular reinforced-concrete detail with a visible orthogonal reinforcement grid. Section/detail direction symbols B and C are shown above the element, along with an overall horizontal dimension and reinforcement callouts 510A and 510B."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion of the member is shown in the crop."
    },
    {
      "name": "Reinforcement bar",
      "tag": "510A",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Two vertical bars are visible and are indicated by the 510A callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#13A",
      "shape": "circular bar ends",
      "material": "",
      "count": 10,
      "note": "Shown as five bars at each face."
    }
  ],
  "measurements": [
    {
      "label": "Member width",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "Rectangular member"
    },
    {
      "label": "Reinforcement quantity and designation",
      "value": "5-#13A",
      "unit": "",
      "appliesTo": "#13A reinforcement bar"
    }
  ],
  "notes": [
    "5-#13A E.A. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a reinforcement detail for a 1’-0” wide rectangular member. Five #13A bars are shown at each face at equal spaces, with two vertical bars called out as 510A; the member continues beyond the cropped detail."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long narrow section with longitudinal reinforcing bars shown at two faces."
    },
    {
      "name": "reinforcement bar",
      "tag": "#13A",
      "shape": "circular",
      "material": "",
      "count": 10,
      "note": "5 bars shown at each face."
    },
    {
      "name": "reinforcement bar",
      "tag": "#13B",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "3 bars shown at each face."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "#13A"
    },
    {
      "label": "bar quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "#13B"
    }
  ],
  "notes": [
    "5-#13A E.A. FACE AT EQ. SPS.",
    "3-#13B E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows SECTION C-C through a 1'-0\" wide rectangular reinforced-concrete member. Longitudinal reinforcement is shown in two vertical faces, with #13A and #13B bar groups called out at equal spacing."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "5-#10A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown at upper left portion of detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#10B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Bar callout shown at upper right portion of detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "5-#13A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown along right side of detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "3-#13B",
      "shape": "straight",
      "material": "",
      "count": 3,
      "note": "Bar callout shown along lower right side of detail."
    },
    {
      "name": "reinforcement layout boundary",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Heavy outline enclosing the reinforcement grid; element type is not identified in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "reinforcement layout boundary"
    },
    {
      "label": "reinforcement callout",
      "value": "5-#10A",
      "unit": "",
      "appliesTo": "5-#10A"
    },
    {
      "label": "reinforcement callout",
      "value": "4-#10B",
      "unit": "",
      "appliesTo": "4-#10B"
    },
    {
      "label": "reinforcement callout",
      "value": "5-#13A",
      "unit": "",
      "appliesTo": "5-#13A"
    },
    {
      "label": "reinforcement callout",
      "value": "3-#13B",
      "unit": "",
      "appliesTo": "3-#13B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows DETAIL 2, a plan-type reinforcement layout within a stepped rectangular heavy outline. The detail includes orthogonal reinforcing-bar grids and four bar callouts, with an overall horizontal dimension of 5'-4¾\" and section/detail reference arrows B and C."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular reinforced-concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in DETAIL 3 and SECTION D-D; member depth in DETAIL 3 is not fully dimensioned in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#4",
      "shape": "straight bars",
      "material": "steel",
      "count": null,
      "note": "Callout indicates 5-#4 each face at equal spaces; section shows five bar ends at each face."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "5-#4",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "5-#4 EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 3",
    "SECTION D-D",
    "D"
  ],
  "description": "This crop shows DETAIL 3 of a rectangular reinforced-concrete member with a reinforcement layout. SECTION D-D shows the 1'-0\" member width and reinforcement bar ends at both faces."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Callout shown as \"5-540A\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Callout shown as \"4-540B\"."
    },
    {
      "name": "rectangular reinforcement layout",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the layout is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "rectangular reinforcement layout"
    }
  ],
  "notes": [],
  "labels": [
    "NO SCALE",
    "E",
    "F"
  ],
  "description": "This crop shows a no-scale reinforcement detail with a rectangular grid-like bar layout, only partly visible below the crop edge. It includes section/detail reference arrows E and F, an overall horizontal dimension, and bar callouts for 540A and 540B."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion of the member is shown in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "#43A",
      "shape": "circular bar ends",
      "material": "reinforcing steel",
      "count": 10,
      "note": "Shown as five bar ends at each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "540A",
      "shape": "straight vertical",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two vertical lines are indicated by the callout leaders."
    }
  ],
  "measurements": [
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular member"
    },
    {
      "label": "reinforcing bar quantity and spacing",
      "value": "5-#43A",
      "unit": "",
      "appliesTo": "#43A"
    }
  ],
  "notes": [
    "5-#43A E.A. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a reinforcement detail for a 1'-0\" wide rectangular member. Five #43A reinforcing bars are shown at each face at equal spacing, with a 540A callout pointing to two vertical reinforcing bars."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "3A",
      "shape": "circular",
      "material": "",
      "count": 10,
      "note": "Called out as 5-#4 3A each face; shown in two vertical rows/faces."
    },
    {
      "name": "reinforcement bar",
      "tag": "3B",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Called out as 3-#4 3B each face; shown in two vertical rows/faces."
    },
    {
      "name": "rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Member outline shown with longitudinal reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular member"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#4 3A",
      "unit": "",
      "appliesTo": "3A"
    },
    {
      "label": "reinforcement quantity",
      "value": "3-#4 3B",
      "unit": "",
      "appliesTo": "3B"
    }
  ],
  "notes": [
    "5-#4 3A EA. FACE AT EQ. SPS.",
    "3-#4 3B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "540B",
    "SECTION F-F"
  ],
  "description": "This crop shows Section F-F through a narrow rectangular member, 1'-0\" wide. Two faces of longitudinal reinforcement are depicted, with 3A and 3B bar groups called out at equal spacing."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Structural member outline",
      "tag": "",
      "shape": "rectilinear stepped outline",
      "material": "",
      "count": 1,
      "note": "Element type is not labeled in this crop."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "straight vertical",
      "material": "reinforcing steel",
      "count": 5,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "straight vertical",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "straight horizontal",
      "material": "reinforcing steel",
      "count": 5,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "straight horizontal",
      "material": "reinforcing steel",
      "count": 3,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Structural member outline"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 4",
    "E",
    "F"
  ],
  "description": "This crop shows DETAIL 4, a reinforcement layout within a rectilinear stepped structural-member outline. The detail identifies vertical reinforcement groups 540A and 540B and horizontal reinforcement groups 443A and 443B, with an overall horizontal dimension and E/F reference markers."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square section with reinforcing steel shown."
    },
    {
      "name": "longitudinal reinforcing bars",
      "tag": "#21 OR #31",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Bars shown as solid circular section symbols."
    },
    {
      "name": "reinforcing bars",
      "tag": "#20 OR #30",
      "shape": "rectangular closed tie",
      "material": "",
      "count": 6,
      "note": "Closed perimeter tie shown."
    },
    {
      "name": "reinforcing bars",
      "tag": "#21 OR #31",
      "shape": "diagonal crosstie",
      "material": "",
      "count": 6,
      "note": "Diagonal internal tie segments shown."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "section height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows Section C-C through a 3'-6\" by 3'-6\" square reinforced-concrete member. The section depicts 12 longitudinal bars and two identified sets of reinforcing ties/crossties, with 2-inch clear cover on all sides."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "horizontal reinforced-concrete member",
      "tag": "",
      "shape": "long rectangular with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Extends across the crop above the pile locations."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible below the horizontal member; callout states 4-440 OVER EACH PILE."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 2,
      "note": "One is visible at each end of the horizontal member; identity is not labeled in this crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callouts: 4-441 AT EQ. SPACES and 7-441 AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-442."
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445B."
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445C."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 4-1040."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-441",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "length",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end segment"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "length",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "right end segment"
    },
    {
      "label": "overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "horizontal member"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long horizontal structural member supported at six visible pile locations. Reinforcement callouts, elevations, pile/bay spacing, end-segment dimensions, and an overall length are shown; the drawing title is cropped, with only “ELEVATION” visible."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "horizontal structural member",
      "tag": "",
      "shape": "long rectangular member with stepped top profile",
      "material": "",
      "count": 1,
      "note": "Extends between the two end vertical members; internal reinforcement is shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical piles/supports are visible below the horizontal member; callout states 4-440 over each pile."
    },
    {
      "name": "end vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One upright member is shown at each end of the elevation."
    },
    {
      "name": "reinforcing bar",
      "tag": "440",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Called out as 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcing bar",
      "tag": "441",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces, typical each bay, and at equal spaces at the ends."
    },
    {
      "name": "reinforcing bar",
      "tag": "442",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "1040",
      "shape": "straight",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "445A",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcing bar",
      "tag": "445B",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "445C",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": "left end of horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": "right end of horizontal structural member"
    },
    {
      "label": "Typical dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "Left end segment dimension",
      "value": "2′-10⅞″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Repeated bay dimension",
      "value": "7′-7¹⁄₁₆″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Right end segment dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Overall dimension",
      "value": "44′-1¹⁄₁₆″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "441"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-442",
    "4-1040",
    "2-445A, TYP.",
    "2-445B",
    "2-445C",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long stepped-top horizontal structural member supported by six visible rectangular piles, with upright vertical members at both ends. Reinforcement callouts, elevations, pile/bay spacing, end dimensions, and an overall length are shown; section-reference arrows A and B are also visible."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member is 3'-0\" wide and 2'-0\" minimum deep as dimensioned."
    },
    {
      "name": "reinforcing bars",
      "tag": "#42",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two top bars indicated by callout 2-#42."
    },
    {
      "name": "reinforcing bars",
      "tag": "#40",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "Four bars indicated by callout 4-#40, with corner bars shown."
    },
    {
      "name": "central vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Member continues below the sectioned concrete member; identity is not labeled in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\" MIN. CL.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, three sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "",
      "appliesTo": "central vertical member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central vertical member"
    },
    {
      "label": "half-width spacing",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central vertical member"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing bars and cover dimensions. A central rectangular vertical member is shown extending below the sectioned member, but it is not identified in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned rectangular member with reinforcing shown."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "4-#10 B0",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Four bars shown at the corners."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#4 B2",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two bars shown near the top face."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#4 B5 SERIES",
      "shape": "circular with vertical legs",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two lower bars with vertical legs extending below the section."
    },
    {
      "name": "reinforcement tie",
      "tag": "#4 B1",
      "shape": "rectangular closed tie",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Tie shape shown around the perimeter reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "minimum overall height",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "left half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "right half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "MIN.",
    "CL.",
    "TYP.",
    "SERIES"
  ],
  "description": "This crop shows SECTION B-B through a rectangular reinforced-concrete member. It documents the section dimensions, clear cover requirements, and the arrangement and callouts of corner, top, lower, and tie reinforcement."
}