Beam

{
  "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": "AASHTO Type II PSC beam spans",
      "tag": "",
      "shape": "PSC beam",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Listed as special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "PSC beam",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Listed as special design."
    },
    {
      "name": "steel H pile end bents",
      "tag": "",
      "shape": "H-section pile",
      "material": "steel",
      "count": 2,
      "note": "With MSE wall abutments; listed as special design."
    },
    {
      "name": "MSE wall abutments",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Associated with steel H pile end bents."
    },
    {
      "name": "concrete intermediate bents",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Listed as special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "AASHTO Type II PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "AASHTO Type III PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS -------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ---------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS ------------------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ---------------- GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031N (8-13-85)",
    "GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a notes block listing the components comprising each bridge and associated standard-detail references. It documents beam spans, end and intermediate bents, MSE wall abutments, guardrail attachment details, and referenced bar bending, fence, and fill details."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "PSC",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "PSC",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section pile",
      "material": "steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H-pile end bents; special design."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "wire",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "PSC beam span",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "PSC beam span",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bents with MSE wall abutments"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bents"
    },
    {
      "label": "Quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "L",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "W",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "H",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "L",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "W",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "H",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ----------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS -------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS -------------------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE -------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031N (8-13-85)",
    "GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition notes block headed “EACH BRIDGE CONSISTS OF.” It lists span types and quantities, end and intermediate bent requirements, guardrail end-post detail dimensions, and references to Georgia standard details for bar bending, fence, and typical bridge-end fill."
}

{
  "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": "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": "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": "Plan",
  "objects": [
    {
      "name": "Deck",
      "tag": "",
      "shape": "trapezoidal plan outline",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are visible, separated at the CONSTRUCTION ℄ SR 21 line."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1-12",
      "shape": "parallel rectangular plan lines",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck area and Beams 7 through 12 in the lower deck area."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "longitudinal edge member",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular strip",
      "material": "concrete",
      "count": 4,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP.; two diaphragm locations are visible in each deck area."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "edge fillet",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "circular plan symbol",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the transverse deck edges; spacing is labeled FENCE POST SPACING."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Deck width segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Deck width end segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "End offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "End offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Outer offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Longitudinal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP",
    "81°-20'-05.0\", TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "400B",
    "400C",
    "I2-502D",
    "I2-502E",
    "SPAN 2",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span 2, showing two adjacent trapezoidal deck areas at the CONSTRUCTION ℄ SR 21 line. It identifies centerlines for Beams 1 through 12, edgebeams, concrete diaphragms, fillets, fence-post spacing, PGL WESTBOUND, and PGL EASTBOUND."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck",
      "tag": "SPAN 3",
      "shape": "tapered quadrilateral",
      "material": "",
      "count": 1,
      "note": "Deck plan shown in two roadway portions separated at the construction centerline."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1-6 are in the upper portion and Beams 7-12 are in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the left outside beam line of each portion."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Endwalls are called out at the exterior beam ends."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "point/circular symbol",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are shown along the deck ends."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3 deck"
    },
    {
      "label": "deck width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3 deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "dimension at circled symbols",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "gutter-to-outside dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge/gutter"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline to PGL westbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL WESTBOUND"
    },
    {
      "label": "construction centerline to PGL eastbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL EASTBOUND"
    },
    {
      "label": "fence-post spacing segment",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "6'-8³⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "end post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "upper intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "upper intermediate dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "upper overall intermediate dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "construction centerline dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "lower intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "lower deck portion"
    },
    {
      "label": "lower intermediate dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "lower deck portion"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck/skew line"
    },
    {
      "label": "bearing/orientation angle",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL"
  ],
  "labels": [
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "B.F.P.R. BENT 4",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "SPAN 3",
    "DECK PLAN"
  ],
  "description": "This crop is the Span 3 deck plan for a bridge, showing a skewed deck arranged in upper and lower portions about the construction centerline of SR 21. It identifies Beams 1 through 12, endwalls, edgebeams, concrete diaphragms, paving rests, fence-post spacing, PGL westbound and eastbound, and deck dimensions."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "SPAN 3",
      "shape": "tapered trapezoidal plan outline",
      "material": "",
      "count": 1,
      "note": "Deck plan bounded by endwalls and exterior beam lines."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "rectangular plan lines",
      "material": "",
      "count": 12,
      "note": "Beams 1-6 are shown on the westbound side of Bent 4 and Beams 7-12 on the eastbound side."
    },
    {
      "name": "Bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "transverse line",
      "material": "",
      "count": 1,
      "note": "Bent reference line crosses the deck plan between Beam 6 and Beam 7."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" ENDWALL at the outer ends; outside exterior-beam endwall condition is also shown."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular transverse strip",
      "material": "concrete",
      "count": 2,
      "note": "10\" CONCRETE DIAPHRAGM, TYP. shown at the center of each half of the span."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "rectangular longitudinal strip",
      "material": "",
      "count": 2,
      "note": "12\" PAVING REST shown along the exterior side."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "8\" FILLET, TYP. at beam/endwall interfaces."
    },
    {
      "name": "Fence post",
      "tag": "* / ** / END POST",
      "shape": "point symbol",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the deck edges; an END POST is labeled near the center-right edge."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Dimension at Beam 1 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "Dimension at Beam 1 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Edge depth",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Outside exterior beam endwall",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "End-post offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate overall width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge deck length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate overall width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge deck length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "Outside exterior beam endwall",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Dimension at Beam 12 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 12"
    },
    {
      "label": "Dimension at Beam 12 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 12"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Edge depth",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "1'-0\" EDGEBEAM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST",
    "81°-20'-05.0\", TYP.",
    "CONSTRUCTION ℄ SR 21"
  ],
  "labels": [
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SPAN 3",
    "DECK PLAN"
  ],
  "description": "This crop is the Span 3 deck plan for a bridge, showing the plan geometry from the westbound side through Bent 4 to the eastbound side. It identifies twelve beam centerlines, deck-edge fence-post spacing, endwalls, fillets, paving rests, and typical concrete diaphragms."
}

{
  "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": "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": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Top surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal edge beam",
      "material": "",
      "count": 2,
      "note": "Outside edge beam callout is shown at the right side; typical."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "concrete barrier",
      "tag": "",
      "shape": "tapered/trapezoidal",
      "material": "",
      "count": 2,
      "note": "One barrier is visible at each outside edge of the deck."
    },
    {
      "name": "cap beam",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous support member is shown beneath the girder bearing locations."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; called out as typical."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    }
  ],
  "measurements": [
    {
      "label": "deck/edge thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab; TYP."
    },
    {
      "label": "spacing",
      "value": "8'-4\"",
      "unit": "",
      "appliesTo": "girder spacing; AT EQUAL SPACES"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "left end of the 8'-4\" spacing dimension"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "right end of the 8'-4\" spacing dimension"
    },
    {
      "label": "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": [
    "SR 21 WB = PGL",
    "I-509",
    "I-508",
    "I-802",
    "I-801",
    "2-800"
  ],
  "description": "This crop shows a transverse bridge cross section with a sloped deck slab supported by six I-shaped girders over a continuous stepped cap beam. Tapered barriers are shown at both deck edges, with a typical fence noted but not drawn; bearing pads are also noted as not shown."
}

{
  "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": "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": "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": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced; constant thickness specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Interior and exterior beams referenced at centerline bearing."
    }
  ],
  "measurements": [
    {
      "label": "Slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "“D” exterior beams",
      "value": "9¼″",
      "unit": "",
      "appliesTo": "exterior beams"
    }
  ],
  "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"
  ],
  "labels": [],
  "description": "This crop is a deck slab and beam dimensioning note. It defines dimension “D” from the top of slab to the top of beams at centerline bearing and states slab thickness requirements between beams and at overhangs."
}

{
  "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": "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": "Cross Section",
  "objects": [
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Two girder cross sections are visible below the deck; both are partially cropped at the top."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a cropped portion of the deck is visible."
    },
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Form outline is shown below the deck at the right side of the crop."
    }
  ],
  "measurements": [],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "FACE OF BE (partial)"
  ],
  "description": "This crop shows a partial bridge cross section with two I-girder profiles supporting a cropped deck slab. A form outline at the deck edge is shown, together with a note governing removal of edge beam forms after the deck pour."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced; slab thickness specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Interior and exterior beams referenced; top of beams at centerline bearing referenced."
    }
  ],
  "measurements": [
    {
      "label": "slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "“D” exterior beams",
      "value": "9¼″",
      "unit": "",
      "appliesTo": "exterior beams"
    }
  ],
  "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"
  ],
  "labels": [],
  "description": "This crop is a bridge deck/slab geometry note. It defines dimension “D” from the slab top to beam tops at centerline bearing and gives specified values for interior and exterior beams, while requiring constant slab thicknesses between beams and at overhangs."
}

{
  "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": "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": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Only portions of two girders are visible."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown above the girders; crop shows only a portion."
    },
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Referenced in the note; form outline is shown at deck edge."
    }
  ],
  "measurements": [
    {
      "label": "time after deck pour",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "FLUSH WITH C… FACE OF BEA… (partial)"
  ],
  "description": "This crop shows a partial bridge deck-edge construction detail with portions of two I-girders below the deck slab. It documents the edge beam form removal requirement after the deck pour."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be maintained upright; pick-ups required near ends."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded near bottom of beam; details to be included in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM.DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\"."
  ],
  "labels": [],
  "description": "This crop is a general notes block for beams. It documents beam handling, pick-up placement and shop-drawing requirements, together with required beam edge chamfers."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length includes epoxy mortar at each end."
    },
    {
      "name": "epoxy mortar",
      "tag": "",
      "shape": "",
      "material": "epoxy mortar",
      "count": null,
      "note": "At each beam end."
    }
  ],
  "measurements": [
    {
      "label": "Epoxy mortar thickness",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8” EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING."
  ],
  "labels": [],
  "description": "This crop contains numbered construction note 3 concerning horizontal dimensions for beams. It states that dimensions are in-place dimensions and directs shop drawings to account for grade and fabrication effects."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tops and edge faces referenced in note."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bonding surface referenced in note."
    }
  ],
  "measurements": [
    {
      "label": "Roughened surface amplitude",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "beams"
    }
  ],
  "notes": [
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM."
  ],
  "labels": [],
  "description": "This crop is a construction note, numbered 5, prescribing surface preparation for the tops of beams before bonding to the slab. It specifies rough floating, transverse brushing, a nominal roughened-surface amplitude, and removal of concrete fins or projections at beam edges."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Holes formed into the beams to facilitate transport are referenced."
    },
    {
      "name": "formed holes",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "PVC or similar forming materials are to be removed from each hole."
    }
  ],
  "measurements": [],
  "notes": [
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934."
  ],
  "labels": [],
  "description": "This crop is Note 6 concerning transport-facilitation holes formed in beams. It specifies removal of forming material, epoxy coating of the exposed hole interior, filling with rapid-setting patching material, and a Type I finish before beam acceptance."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular with beveled end corner",
      "material": "",
      "count": 1,
      "note": "Shown with top and bottom flanges; dashed centerline marked ℄ BEAM."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL PARALLEL TO B.F.P.R. OR ℄ BENT",
    "TOP FLANGE PARALLEL TO B.F.P.R. OR ℄ BENT"
  ],
  "labels": [
    "B.F.P.R. OR ℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam end, including the indicated bevel line and beam centerline. It documents the required parallel orientation of the bevel and top flange relative to the B.F.P.R. or bent centerline."
}

{
  "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": "Detail",
  "objects": [
    {
      "name": "Beam",
      "tag": "℄ BEAM",
      "shape": "rectangular with beveled top flange end",
      "material": "",
      "count": 1,
      "note": "Shown in bevel detail."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO B.F.P.R. OR ℄ BENT"
  ],
  "labels": [
    "B.F.P.R. OR ℄ BENT",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam end/top flange. The top flange bevel is called out to be parallel to the B.F.P.R. or the bent centerline."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be maintained upright and picked up near ends; pick-ups to be embedded near bottom of beam."
    },
    {
      "name": "Pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Details to be included in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "Beams"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Pick-ups"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block containing handling and lifting requirements for beams. It specifies upright storage and pickup locations, plus required pick-up embedment and shop-drawing details."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length includes epoxy mortar at each end."
    },
    {
      "name": "epoxy mortar",
      "tag": "",
      "shape": "",
      "material": "epoxy mortar",
      "count": null,
      "note": "At each end of beam."
    }
  ],
  "measurements": [
    {
      "label": "epoxy mortar thickness",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING."
  ],
  "labels": [],
  "description": "This crop contains Note 3 regarding horizontal dimensions and beam length. It specifies that beam length includes epoxy mortar at each end and requires shop-drawing adjustment for grade and fabrication effects."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tops to be rough floated and scrubbed transversely for bonding to slab; concrete fins or projections at beam edge to be removed."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam top surface is roughened for bonding to slab."
    }
  ],
  "measurements": [
    {
      "label": "Roughened surface amplitude",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "beams"
    }
  ],
  "notes": [
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4″. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM."
  ],
  "labels": [],
  "description": "This crop contains construction Note 5 concerning surface preparation of beam tops. It specifies rough floating, transverse brushing, roughened-surface amplitude, and removal of edge fins or projections to provide bonding to the slab."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Holes formed into beams are to be filled prior to beam acceptance."
    },
    {
      "name": "formed holes",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "PVC or similar forming materials are to be removed; hole interiors are to receive Type II epoxy resin adhesive and rapid setting patching material."
    }
  ],
  "measurements": [],
  "notes": [
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934."
  ],
  "labels": [],
  "description": "This crop is a construction note, numbered 6, concerning transport holes formed in beams. It specifies removal of forming material, epoxy coating of the hole interior, filling with rapid-setting patching material, and a Type I finish before beam acceptance."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular with beveled top flange end",
      "material": "",
      "count": 1,
      "note": "Beam end is shown relative to bent centerline."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO ℄ BENT"
  ],
  "labels": [
    "℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail at the end of a beam adjacent to a bent. The beam centerline and bent centerline are indicated, with a callout requiring the top-flange bevel to be parallel to the bent centerline."
}

{
  "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": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be maintained upright and picked up near ends; pick-ups embedded near bottom."
    },
    {
      "name": "pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Details required in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "distance from beam ends for picking up",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "beams"
    },
    {
      "label": "pick-up embedment location from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-ups"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block containing handling and lifting requirements for beams. It specifies upright storage, allowable pick-up location near beam ends, pick-up embedment depth, and shop-drawing requirements."
}

{
  "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": "Detail",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "partial rectangular beam end/profile with beveled top-flange edge",
      "material": "",
      "count": 1,
      "note": "Only a fragment is shown; centerline is identified as ℄ BEAM."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO ℄ BENT"
  ],
  "labels": [
    "℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam relative to the bent centerline. The beam top flange is to be beveled parallel to the ℄ BENT; no dimensions or material specifications are shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam ends are shown in the left-hand view; a beam is also shown in Section A."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at the beam ends in the left-hand view."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Hatched pads are shown between the beam ends and endwall; also detailed in Section A."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": "Shown above the bearing pad in Section A."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown through the bearing assembly in Section A."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular",
      "material": "preformed foam",
      "count": null,
      "note": "Identified by hatch symbol and specification note."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "bearing assembly"
    },
    {
      "label": "dimension",
      "value": "5/8\"",
      "unit": "",
      "appliesTo": "beveled shim plate / bearing assembly"
    },
    {
      "label": "dowel embedment dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [
    "℄ BEARING PAD =",
    "℄ BEVELED SHIM PLATE",
    "℄ BEARING",
    "℄ BEAM",
    "B.F.P.R.",
    "ENDWALL",
    "A"
  ],
  "description": "This crop shows a skewed endwall and beam-end bearing arrangement, with three beam ends visible in the left-hand view. Section A details the beam supported on a bearing pad and beveled shim plate, with a 1 1/2-inch diameter smooth dowel and preformed foam joint filler requirement."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "beveled rectangular plate",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "profiled",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as supporting the bearing assembly."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Vertical dowel through the bearing assembly."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "",
      "material": "preformed foam",
      "count": 1,
      "note": "Hatched joint-filler material."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1″",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "dowel projection dimension",
      "value": "5″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel embedment dimension",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel diameter",
      "value": "1 1/2″",
      "unit": "",
      "appliesTo": "smooth dowel"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [
    "℄ BEARING PAD =",
    "℄ BEVELED SHIM PLATE",
    "℄ BEARING",
    "℄ BEAM",
    "B.F.P.R.",
    "ENDWALL",
    "A",
    "BEVELED SHIM PLATE",
    "BEARING PAD"
  ],
  "description": "This crop shows a bearing/endwall detail, including a perspective depiction and Detail A section/elevation of the beam bearing assembly. The beam is supported at an endwall on a bearing pad and beveled shim plate, with a vertical smooth dowel and preformed foam joint filler indicated."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT I RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Plan view identified as right."
    },
    {
      "name": "Bent",
      "tag": "BENT I LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Plan view identified as left."
    },
    {
      "name": "Beams",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "C BEAM 7 through C BEAM 12 are shown in the BENT I RIGHT plan; C BEAM 1 through C BEAM 6 are shown in the BENT I LEFT plan."
    },
    {
      "name": "Dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical formed holes for smooth dowels."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Plan dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Dimension at C BRG.",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Dimension at C BRG.",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End dimension",
      "value": "1'-0 1/8\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End beam spacing",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "C BEAM 1 and C BEAM 12 ends"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 12"
    },
    {
      "label": "Typical dimension",
      "value": "2'-3/4\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End-to-beam dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 12"
    },
    {
      "label": "Overall dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Dowel holes"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Dowel holes"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "Smooth dowels"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PCL"
    },
    {
      "label": "Bent station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE B.F.P.R. BENT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1½\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "PLAN",
    "(BENT I RIGHT)",
    "PLAN",
    "(BENT I LEFT)",
    "B.F.P.R.",
    "C BRG.",
    "SR 21 EB = PCL",
    "STA. 17+19.65",
    "SR 21 WB = PGL",
    "BEGIN BRIDGE B.F.P.R. BENT",
    "STA.17+23.00"
  ],
  "description": "This crop shows paired plan views for BENT I RIGHT and BENT I LEFT. The views show the beam centerlines and dimensional/skew layout for C BEAM 1 through C BEAM 12, together with typical smooth-dowel hole callouts and references to bridge-sheet details."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2 LEFT; BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two separate plan views are shown, one for the left and one for the right."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Bearing centerlines are indicated; six are visible in each bent plan."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines only in the BENT 2 LEFT plan."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 7–12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines only in the BENT 2 RIGHT plan."
    },
    {
      "name": "dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as formed holes for smooth dowel bars, typ.; one callout location is visible in each plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified by the formed-hole callout; quantity is not stated."
    }
  ],
  "measurements": [
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dimension along SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "dimension along SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dimension at dowel-bar-hole callout",
      "value": "9-3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "dimension at dowel-bar-hole callout",
      "value": "9-3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "formed hole diameter",
      "value": "3\"",
      "unit": "DIA.",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "formed hole depth",
      "value": "12\"",
      "unit": "DEEP",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "DIA.",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 17+81.35",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "PLAN"
  ],
  "description": "The crop contains two plan views of BENT 2, identified as BENT 2 LEFT and BENT 2 RIGHT. Each view shows a rectangular bent cap with six beam centerlines and bearing centerlines, skewed relative to the SR 21 PGL alignment. Formed holes for smooth dowel bars are called out at the bent-cap end locations."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 3 LEFT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan with centerline labeled ℄ BENT and ℄ BEARING."
    },
    {
      "name": "Bent",
      "tag": "BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan with centerline labeled ℄ BENT and ℄ BEARING."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Beam centerlines shown at BENT 3 LEFT."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 7 through ℄ BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Beam centerlines shown at BENT 3 RIGHT."
    },
    {
      "name": "Dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed hole for smooth dowel bar, noted as typical at both bent plans."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Bent length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Bent length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Dowel-bar hole"
    },
    {
      "label": "Hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Dowel-bar hole"
    },
    {
      "label": "Dowel bar diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "Dowel-bar hole"
    },
    {
      "label": "Station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "STA. 18+63.35",
    "STA. 18+56.65",
    "PLAN",
    "(BENT 3 LEFT)",
    "(BENT 3 RIGHT)",
    "℄ BENT",
    "℄ BEARING",
    "P.J. NO. 001981",
    "GDOT"
  ],
  "description": "The crop shows two plan views of Bent 3, identified as BENT 3 LEFT and BENT 3 RIGHT. Each rectangular bent plan shows six beam centerlines, bearing and bent centerlines, skew geometry, dimensions, stationing, and a typical smooth-dowel-bar hole callout."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1–BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Beam locations are shown at BENT 1 and BENT 4."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1–FOOTING 4",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 8,
      "note": "Footings are shown for BENT 2 and BENT 3, at LEFT and RIGHT locations."
    },
    {
      "name": "Pile",
      "tag": "1–12",
      "shape": "H-section symbol",
      "material": "",
      "count": 48,
      "note": "Six pile symbols are shown in each visible footing layout; pile numbering is 1–6 in FOOTING 1/3 and 7–12 in FOOTING 2/4."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 1",
    "℄ BENT 2",
    "℄ BENT 3",
    "B.F.P.R. BENT 4",
    "BENT 1 LEFT",
    "BENT 2 LEFT",
    "BENT 3 LEFT",
    "BENT 4 LEFT",
    "BENT 1 RIGHT",
    "BENT 2 RIGHT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "℄ SR 21",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "3 RIGHT",
    "FOOTING 3",
    "FOOTING 4",
    "FOOTIN… (partial)"
  ],
  "description": "This crop shows a plan-layout sheet for bridge bents, identifying BEAM 1 through BEAM 12 at BENT 1 and BENT 4 and footing/pile arrangements at BENT 2 and BENT 3. A partial pile schedule is visible at the right, with columns for bent, pile location, pile number, and pile tip elevation; no tip-elevation values are visible in the crop."
}