Drawing → BOQ
← Mindmapwhat the drawings said

Smooth Dowel Bar

8 pages · 10 crops · ×2 · deck

⚠ No class in the bridge ontology fits this itemAdd a class

The ontology would need a smooth dowel bar component class.

How the sheets named it

Smooth dowel barssmooth dowelSmooth dowelsmooth dowelsSmooth dowels

Every dimension read for it19

  • 3”Smooth dowel bar hole diameterp2 · p02_r01
  • 12”Smooth dowel bar hole depthp2 · p02_r01
  • 1 1/2"smooth dowel diameterp10 · p10_r07 notes
  • 1¾" "Fixed-end hole diameterp11 · p11_r07 notes
  • 7" "Fixed-end hole depthp11 · p11_r07 notes
  • 4" "Expansion-end slot widthp11 · p11_r07 notes
  • 1¾" "Expansion-end slot dimensionp11 · p11_r07 notes
  • 7" "Expansion-end slot depthp11 · p11_r07 notes
  • 1½" "Smooth dowel diameterp11 · p11_r07 notes
  • 1'-0"dowel embedment dimensionp12 · p12_r01 in accordance with sub section 833 2 10
  • 1 1/2"diameterp12 · p12_r01 in accordance with sub section 833 2 10
  • 1 1/2 "diameterp12 · p12_r02 notes
  • 5″dowel projection dimensionp12 · p12_r01
  • 1′-0″dowel embedment dimensionp12 · p12_r01
  • 1 1/2″dowel diameterp12 · p12_r01
  • 1½"Smooth dowel diameterp13 · p13_r01
  • 1 1/2" DIA.smooth dowel bar diameterp14 · p14_r01 plan
  • 1/2"dowel-bar diameterp15 · p15_r01
  • 1½"smooth dowel diameterp17 · p17_r01

Notes on the sheets that carry it

  • p2VIBRATION 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.
  • p2STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE 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.
  • p2SMOOTH 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.
  • p2ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.
  • p2FILL 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.
  • p2STEEL 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.”
  • p2STANDARD 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.
  • p2GROOVED 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.
  • p2CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”
  • p2WELDING - 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.
  • p2SPECIAL 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.
  • p2SHOP 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.
  • p2INCIDENTAL 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.
  • p104. AT ℄ BEARING, FORM A 1 3/4" DIAMETER X 7" DEEP HOLE AT THE FIXED ENDS AND A 4" X 1 3/4" X 7" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
  • p114. AT ℄ BEARING, FORM A 1¾” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1¾” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1½” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
  • p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
  • p121. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.
  • p122. 1 1/2" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
  • p13FORM 3" DIA. X 12" DEEP HOLE FOR 1½" DIA. SMOOTH DOWEL, TYP.
  • p13SEE DETAIL 1 BRIDGE SHEET 16
  • p13SEE DETAIL 2 BRIDGE SHEET 16
  • p14FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.
  • p15FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.
  • p17SEE DETAIL 3 BRIDGE SHEET 16
  • p17SEE DETAIL 4 BRIDGE SHEET 16

Every crop it was read in — the drawing beside what the model took off it

Page 2

crop

p02_r01

page 2 · other_p02_r01
Original
p02_r01
{
  "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."
}

p02_r01Notes

  • Smooth dowel barscircular barFormed 3 in. diameter holes and 12 in. deep holes are noted.

50 Steel H-piles grade3” Smooth dowel bar hole diameter12” Smooth dowel bar hole depth24 HOURS Minimum pile freeze duration30 LBS PER SQ FT Future paving allowance4,000 PSI Superstructure concrete strength4,000 PSI Barrier concrete strengthSEE BEAM SHEETS PSC beam allowable tension+38 more

Page 10

crop

p10_r07 notes

page 10 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p10_r07_notes
Original
p10_r07 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Located at fixed and expansion ends as noted."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "At fixed ends."
    },
    {
      "name": "slot",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "At expansion ends."
    }
  ],
  "measurements": [
    {
      "label": "hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "slot"
    },
    {
      "label": "slot dimension",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "slot"
    },
    {
      "label": "slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "slot"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    }
  ],
  "notes": [
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "This crop contains note 4 concerning dowel holes and slots at bearing locations. It specifies a circular hole at fixed ends and a rectangular slot at expansion ends for a smooth dowel; the plan and elevation sheet is referenced for end locations."
}

p10_r07 notesNotes

  • smooth dowelcircularLocated at fixed and expansion ends as noted.

1 3/4" hole diameter7" hole depth4" slot width1 3/4" slot dimension7" slot depth1 1/2" smooth dowel diameter

Page 11

crop

p11_r07 notes

page 11 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p11_r07_notes
Original
p11_r07 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as “℄ BEARING”; fixed and expansion ends are noted."
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified for fixed-end holes and expansion-end slots."
    }
  ],
  "measurements": [
    {
      "label": "Fixed-end hole diameter",
      "value": "1¾\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1¾\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    }
  ],
  "notes": [
    "4. AT ℄ BEARING, FORM A 1¾” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1¾” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1½” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "This crop contains Note 4 for bearing dowel installation. It specifies fixed-end holes and expansion-end slots for smooth dowels and directs the reader to the plan and elevation sheet for fixed- and expansion-end locations."
}

p11_r07 notesNotes

  • Smooth dowelcircularSpecified for fixed-end holes and expansion-end slots.

1¾" " Fixed-end hole diameter7" " Fixed-end hole depth4" " Expansion-end slot width1¾" " Expansion-end slot dimension7" " Expansion-end slot depth1½" " Smooth dowel diameter

Page 12

crop

p12_r01 in accordance with sub section 833 2 10

page 12 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p12_r01_in_accordance_with_sub_section_833_2_10
Original
p12_r01 in accordance with sub section 833 2 10
{
  "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."
}

p12_r01 in accordance with sub section 833 2 10Detail

  • smooth dowel×1circularVertical dowel shown through the bearing assembly in Section A.

1" dimension5/8" dimension1'-0" dowel embedment dimension1 1/2" diameter

crop

p12_r02 notes

page 12 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p12_r02_notes
Original
p12_r02 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Designed according to AASHTO LRFD Bridge Design Specifications, Section 14.7.6 Method A."
    },
    {
      "name": "smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "diameter",
      "value": "1 1/2",
      "unit": "\"",
      "appliesTo": "smooth dowels"
    }
  ],
  "notes": [
    "1. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1 1/2\" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "This crop contains two bridge construction notes. The notes specify bearing-pad design and furnishing requirements and the diameter and grade requirement for smooth dowels."
}

p12_r02 notesNotes

  • smooth dowelscircularASTM A709 Grade 50

1 1/2 " diameter

crop

p12_r01

page 12 · other_p12_r01
Original
p12_r01
{
  "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."
}

p12_r01Detail

  • smooth dowel×1circularVertical dowel through the bearing assembly.

1″ shim plate thickness5″ dowel projection dimension1′-0″ dowel embedment dimension1 1/2″ dowel diameter

Page 13

crop

p13_r01

page 13 · other_p13_r01
Original
p13_r01
{
  "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."
}

p13_r01Plan

  • Smooth dowelscircularCalled out as typical.

81°-20'-05.0" Skew angle22'-0" Plan dimension1'-6" Dimension at C BRG.2'-9 3/8" Dimension at C BRG.5'-4 3/4" End dimension1'-0 1/8" End dimension3'-0 7/8" End beam spacing7'-7 1/16" Beam centerline spacing+9 more

Page 14

crop

p14_r01 plan

page 14 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p14_r01_plan
Original
p14_r01 plan
{
  "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."
}

p14_r01 planPlan

  • smooth dowel barcircularSpecified by the formed-hole callout; quantity is not stated.

81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle42'-6" bent cap length42'-6" bent cap length22'-0" dimension along SR 2122'-0" dimension along SR 21+33 more

Page 15

crop

p15_r01

page 15 · other_p15_r01
Original
p15_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown as separate left and right plan portions."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 1–C BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Six beam centerlines are shown in each bent portion."
    },
    {
      "name": "bearing centerline",
      "tag": "C BEARING",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Centerline callout shown; individual bearings are not distinctly detailed."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    }
  ],
  "measurements": [
    {
      "label": "station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "roadway alignment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "roadway alignment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "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": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT, TYP."
    },
    {
      "label": "overall bent-cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "overall bent-cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "left end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "right end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "left end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "right end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    }
  ],
  "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",
    "PLAN",
    "BENT 3 LEFT",
    "BENT 3 RIGHT",
    "STA. 18+63.35",
    "STA. 18+56.65",
    "P.I. NO. 001981",
    "GDOT"
  ],
  "description": "The crop contains plan views of BENT 3, shown as BENT 3 LEFT and BENT 3 RIGHT. Each portion shows a rectangular bent-cap layout with six beam centerlines, bearing-centerline callouts, skew geometry, stationing, and typical smooth-dowel-bar hole requirements."
}

p15_r01Plan

  • smooth dowel barcylindricalCalled out as typical in formed holes.

18+63.35 station18+56.65 station22'-0" roadway alignment length22'-0" roadway alignment length81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle+29 more

Page 17

crop

p17_r01

page 17 · other_p17_r01
Original
p17_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular with tapered end returns",
      "material": "",
      "count": 1,
      "note": "Shown in plan with six beam centerlines."
    },
    {
      "name": "bent cap",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular with tapered end returns",
      "material": "",
      "count": 1,
      "note": "Shown in plan with six beam centerlines."
    },
    {
      "name": "beam centerline locations",
      "tag": "BEAM 1–6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerlines only are shown in the left bent plan."
    },
    {
      "name": "beam centerline locations",
      "tag": "BEAM 7–12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerlines only are shown in the right bent plan."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout identifies a typical 1½ in. diameter dowel in a formed hole."
    }
  ],
  "measurements": [
    {
      "label": "dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel hole"
    },
    {
      "label": "dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel hole"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT; TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT; TYP."
    },
    {
      "label": "longitudinal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "left side of center bridge reference"
    },
    {
      "label": "longitudinal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "right side of center bridge reference"
    },
    {
      "label": "station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "BENT 4; TYP."
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "end offset",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT; two printed occurrences"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BEAM 1–6; five printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT; four printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10⁹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "overall width",
      "value": "44'-1¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "end offset",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT; two printed occurrences"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BEAM 7–12; five printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT; four printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10⁹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "overall width",
      "value": "44'-1¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "℄ SR 21",
    "℄ BRG.",
    "END BRIDGE B.F.P.R. BENT 4",
    "PLAN",
    "(BENT 4 LEFT)",
    "(BENT 4 RIGHT)"
  ],
  "description": "This crop shows plan views of Bent 4, divided into BENT 4 LEFT and BENT 4 RIGHT. Each plan shows a skewed bent-cap outline, beam centerline locations for twelve total beams, dimensions, roadway PGL references, and typical smooth-dowel hole callouts."
}

p17_r01Plan

  • smooth dowelcircularCallout identifies a typical 1½ in. diameter dowel in a formed hole.

3" dowel hole diameter12" dowel hole depth1½" smooth dowel diameter81°-20'-05.0" skew angle81°-20'-05.0" skew angle22'-0" longitudinal dimension22'-0" longitudinal dimension19+18.35 station+24 more