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Preformed Joint Filler

6 pages · 15 crops · ×8 · deck

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

The ontology would need a preformed joint filler component class.

How the sheets named it

Joint fillersFiller materialfiller materialpreformed foam joint fillerPreformed foam joint filler

Every dimension read for it30

  • 4"Filler material dimensionp4 · p04_r05
  • 10dnail sizep4 · p04_r05 expansion joint details
  • 1"PREFORMED JOINT FILLERp5 · p05_r03
  • 1”Preformed joint filler thicknessp5 · p05_r03 details of 1 expansion joint in barrier
  • 1 1/2"horizontal dimensionnot attributedp8 · p08_r01
  • 1'-8"horizontal dimensionnot attributedp8 · p08_r01
  • 34'-0"horizontal dimensionnot attributedp8 · p08_r01
  • 6'-8"horizontal dimensionnot attributedp8 · p08_r01
  • 1'-1"horizontal dimensionnot attributedp8 · p08_r01
  • 3'-6"vertical dimensionnot attributedp8 · p08_r01
  • 1/2"preformed joint filler thicknessp8 · p08_r01
  • 1"preformed foam joint filler thicknessp8 · p08_r01
  • 1/2"joint filler thicknessp8 · p08_r04
  • 1/2"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 1'-8"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 34'-0"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 6'-8"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 1'-1"dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 3'-6"vertical dimensionnot attributedp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 1/2"preformed joint filler thicknessp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 1/2"preformed joint filler thicknessp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 1"preformed foam joint filler thicknessp8 · p08_r01 cross section of bridge deck endwall showing beam bearing
  • 12”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 1’-6”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 8”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 3 1/2”minimum clearancenot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 2”clear covernot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 1/2”joint filler thicknessp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 1”preformed joint filler thicknessp9 · p09_r03
  • 1"preformed joint filler thicknessp9 · p09_r03 detail a

Notes on the sheets that carry it

  • p2WELDING - 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.
  • 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 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.
  • 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.
  • p4PRE-FORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
  • p4FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS
  • p4* PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
  • p4SILICONE ADHESIVE
  • p53/4" CHAMFER
  • p51" PREFORMED JOINT FILLER
  • p5LOW MODULUS SILICONE SEALANT (TYPE A)
  • p5HOLD IN PLACE WITH 10d GALV. NAILS.
  • p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
  • p81" GAP, MIN.
  • p81/2" PREFORMED JOINT FILLER
  • p81/2" PREFORMED JOINT FILLER, TYP.
  • p81" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.
  • p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
  • p85 506B AT 18" ±, ALT. TO GIVE 9" SP.
  • p83 1/2" MIN. CL.
  • p8506A AT 18"
  • p82" CL. 3 SIDES
  • p88-504B AT 12" ± BETWEEN BEAMS
  • p82-504A AT END OF BEAM
  • p8BEARING PAD NOT SHOWN
  • p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
  • p8SLAB REINFORCEMENT NOT SHOWN
  • p8506B AT 18” ±, ALT. TO GIVE 9” SP.
  • p8END BENT 1 SHOWN END BENT 4 SIMILAR
  • p9SEE DETAIL “A”
  • p9REQ'D. CONST. JOINT
  • p9BEARING PADS NOT SHOWN
  • p9TOP OF BEAM
  • p9SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)
  • p9ROUND TO 1/4” R
  • p9REQUIRED CONST. JOINT., TYP.
  • p9BENT 2 SHOWN
  • p9BENT 3 SIMILAR
  • p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
  • p12ENDWALL NOT SHOWN

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

Page 2

crop

p02_r19 general notes continued

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r19_general_notes_continued
Original
p02_r19 general notes continued
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean and paint with special protective coating No. 2P; coating limits differ for end bent and intermediate bent piling."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included in special protective coating note."
    },
    {
      "name": "Cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "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": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS"
  ],
  "description": "This crop is a block of general construction notes for a Georgia DOT project. It documents welding certification and electrode requirements, protective coating limits for piles and swaybracing, shop drawing submission requirements, and incidental bid-item requirements."
}

p02_r19 general notes continuedNotes

  • Joint fillersListed as an incidental cost item.

2 FT Coating extension below ground for end bent piling5 FT Coating extension below ground for intermediate bent piling

crop

p02_r19

page 2 · welding_and_steel_diaphragm_notes_p02_r19
Original
p02_r19
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "End bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extends from top of pile to below ground."
    },
    {
      "name": "Cap or pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the starting point for coating on intermediate bent piling."
    },
    {
      "name": "Intermediate bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extension applies regardless of encasement."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2FT",
      "unit": "FT",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "FT",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "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": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS",
    "GEORGIA DOT SPECIFICATIONS",
    "SECTIONS 520 AND 535"
  ],
  "description": "This crop is a block of general construction notes covering welding, protective coating, shop drawing submission, and incidental bid items. It documents requirements for piles, swaybracing, bent piling, beams, metal deck forms, steel diaphragms, waterproofing, and joint fillers; no structural view or item quantities are shown."
}

p02_r19Notes

  • Joint fillersIncluded as an incidental cost item.

2FT FT Coating extension below ground for end bent piling5FT FT Coating extension below ground for intermediate bent piling

Page 4

crop

p04_r05

page 4 · expansion_joint_p04_r05
Original
p04_r05
{
  "view": "Detail",
  "objects": [
    {
      "name": "Preformed silicone joint seal",
      "tag": "*",
      "shape": "bulbous profile",
      "material": "silicone",
      "count": 1,
      "note": "Installed within the expansion-joint opening."
    },
    {
      "name": "Silicone adhesive",
      "tag": "",
      "shape": "beads along joint sides",
      "material": "silicone",
      "count": 2,
      "note": "Shown at both sides of the joint seal."
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched material below the joint seal."
    }
  ],
  "measurements": [
    {
      "label": "Joint opening width",
      "value": "1 3/8\"",
      "unit": "",
      "appliesTo": "Preformed silicone joint seal"
    },
    {
      "label": "Vertical recess dimension",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "Expansion joint detail"
    },
    {
      "label": "Radius",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "Expansion joint edge"
    },
    {
      "label": "Filler material dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Filler material"
    }
  ],
  "notes": [
    "PRE-FORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4",
    "NO SCALE"
  ],
  "description": "This crop shows an expansion joint cross-sectional detail for end bents 1 and 4. It depicts a preformed silicone joint seal with silicone adhesive and filler material below the seal."
}

p04_r05Detail

  • Filler material×1rectangularHatched material below the joint seal.

1 3/8" Joint opening width1/2" Vertical recess dimension1/4" R Radius4" Filler material dimension

crop

p04_r05 expansion joint details

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r05_expansion_joint_details
Original
p04_r05 expansion joint details
{
  "view": "Detail",
  "objects": [
    {
      "name": "preformed silicone joint seal",
      "tag": "*",
      "shape": "profiled compression seal",
      "material": "silicone",
      "count": 1,
      "note": "Installed in expansion joint."
    },
    {
      "name": "silicone adhesive",
      "tag": "",
      "shape": "applied at joint side faces",
      "material": "silicone",
      "count": null,
      "note": ""
    },
    {
      "name": "filler material",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Held in place with 10d galvanized nails."
    },
    {
      "name": "concrete end bent/joint faces",
      "tag": "",
      "shape": "rectangular vertical faces with rounded top corners",
      "material": "",
      "count": 2,
      "note": "Detail applies to end bents 1 and 4."
    }
  ],
  "measurements": [
    {
      "label": "joint opening width",
      "value": "1 3/8″",
      "unit": "",
      "appliesTo": "preformed silicone joint seal"
    },
    {
      "label": "vertical dimension",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "concrete end bent/joint faces"
    },
    {
      "label": "radius",
      "value": "1/4″ R",
      "unit": "",
      "appliesTo": "concrete end bent/joint face corner"
    },
    {
      "label": "nail size",
      "value": "10d",
      "unit": "",
      "appliesTo": "filler material"
    }
  ],
  "notes": [
    "* PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "SILICONE ADHESIVE",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4",
    "NO SCALE"
  ],
  "description": "This crop shows a cross-sectional expansion-joint detail for end bents 1 and 4. It depicts a preformed silicone joint seal installed between opposing end-bent faces with silicone adhesive and filler material below the seal."
}

p04_r05 expansion joint detailsDetail

  • filler material×1rectangularHeld in place with 10d galvanized nails.

1 3/8″ joint opening width1/2″ vertical dimension1/4″ R radius10d nail size

Page 5

crop

p05_r03

page 5 · barrier_expansion_joint_p05_r03
Original
p05_r03
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier",
      "tag": "",
      "shape": "rectangular in plan and elevation; tapered in side elevation",
      "material": "",
      "count": null,
      "note": "Barrier expansion-joint detail shown in plan, elevation, and side elevation."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "vertical linear joint",
      "material": "",
      "count": null,
      "note": "Shown between barrier sections."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular vertical strip",
      "material": "preformed joint filler",
      "count": null,
      "note": "Shown within the 1-inch expansion joint."
    },
    {
      "name": "silicone sealant",
      "tag": "TYPE A",
      "shape": "narrow linear seal at joint base",
      "material": "low modulus silicone",
      "count": null,
      "note": ""
    },
    {
      "name": "chamfer",
      "tag": "",
      "shape": "beveled edge",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "galvanized nails",
      "tag": "",
      "shape": "",
      "material": "galvanized",
      "count": null,
      "note": "Specified to hold joint filler in place."
    }
  ],
  "measurements": [
    {
      "label": "CHAMFER",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "chamfer"
    },
    {
      "label": "joint dimension",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "PREFORMED JOINT FILLER",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "GALV. NAILS",
      "value": "10d",
      "unit": "",
      "appliesTo": "galvanized nails"
    },
    {
      "label": "side elevation dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "barrier"
    }
  ],
  "notes": [
    "3/4\" CHAMFER",
    "1\" PREFORMED JOINT FILLER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a no-scale detail of a 1-inch expansion joint in a barrier. It includes plan, elevation, and side-elevation representations showing preformed joint filler, low modulus silicone sealant, chamfering, and galvanized nail retention."
}

p05_r03Detail

  • preformed joint fillerrectangular vertical strippreformed joint fillerShown within the 1-inch expansion joint.

3/4" CHAMFER3/4" joint dimension1" PREFORMED JOINT FILLER10d GALV. NAILS3" side elevation dimension

crop

p05_r03 details of 1 expansion joint in barrier

page 5 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p05_r03_details_of_1_expansion_joint_in_barrier
Original
p05_r03 details of 1 expansion joint in barrier
{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": null,
      "note": "Shown in side elevation only; expansion joint occurs at barrier base/through barrier."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": null,
      "note": "Detail title identifies a 1” expansion joint in barrier."
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": null,
      "note": "Shown hatched in plan and elevation."
    },
    {
      "name": "Low modulus silicone sealant (Type A)",
      "tag": "",
      "shape": "linear joint sealant",
      "material": "silicone",
      "count": null,
      "note": "Shown at the joint."
    },
    {
      "name": "Chamfer",
      "tag": "",
      "shape": "chamfered edge",
      "material": "",
      "count": null,
      "note": "Shown in plan."
    },
    {
      "name": "Galvanized nails",
      "tag": "",
      "shape": "",
      "material": "galvanized steel",
      "count": null,
      "note": "Specified to hold the filler in place; nail size is 10d."
    }
  ],
  "measurements": [
    {
      "label": "Chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Chamfer"
    },
    {
      "label": "Dimension",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Expansion joint detail, plan"
    },
    {
      "label": "Preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "Preformed joint filler"
    },
    {
      "label": "Dimension",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Expansion joint detail, elevation"
    },
    {
      "label": "Barrier/base dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "Barrier side elevation"
    },
    {
      "label": "Expansion joint size",
      "value": "1”",
      "unit": "",
      "appliesTo": "Expansion joint"
    }
  ],
  "notes": [
    "3/4” CHAMFER",
    "1” PREFORMED JOINT FILLER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1” EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop shows details of a 1” expansion joint in a barrier, with plan, elevation, and side-elevation views. The detail identifies preformed joint filler, Type A low modulus silicone sealant, 3/4” chamfers, and galvanized nails for holding the filler in place."
}

p05_r03 details of 1 expansion joint in barrierDetail

  • Preformed joint fillerrectangular stripShown hatched in plan and elevation.

3/4” Chamfer3/4” Dimension1” Preformed joint filler thickness3/4” Dimension3” Barrier/base dimension1” Expansion joint size

Page 8

crop

p08_r01

page 8 · deck_endwall_p08_r01
Original
p08_r01
{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two endwall callouts are shown: 3'-0\" ENDWALL and 1'-6\" ENDWALL."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck is shown with a 2% slope."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple longitudinal I-girder profiles are shown; the drawing note states certain bar series are not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": null,
      "note": "Shown at the endwall and noted as typical."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular pad",
      "material": "",
      "count": null,
      "note": "Around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1\" GAP, MIN.",
    "1/2\" PREFORMED JOINT FILLER",
    "1/2\" PREFORMED JOINT FILLER, TYP.",
    "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop shows a longitudinal section titled SECTION THRU ENDWALL, including the sloped deck, longitudinal I-girder profiles, endwalls, and jointing at the deck end. It documents endwall dimensions, deck slope, reinforcement callouts, and required construction and filler-joint provisions."
}

p08_r01Section

  • preformed joint fillerrectangular stripShown at the endwall and noted as typical.
  • preformed foam joint fillerrectangular padAround pad, typical.

1 1/2" horizontal dimension1'-8" horizontal dimension34'-0" horizontal dimension6'-8" horizontal dimension1'-1" horizontal dimension3'-6" vertical dimension2% deck slope1" gap, minimum+4 more

crop

p08_r04

page 8 · end_bent_endwall_bearing_seat_p08_r04
Original
p08_r04
{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with tapered outer face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section at endwall; End Bent 1 shown and End Bent 4 similar."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Placed at 18\" ±, alternating to give 9\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Placed at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "horizontal strip",
      "material": "",
      "count": 1,
      "note": "Located at the slab/endwall interface."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 1,
      "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": "bar spacing",
      "value": "18\" ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternating spacing",
      "value": "9\"",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clear cover",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar 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": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar 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": [
    "5 506B AT 18\" ±, ALT. TO GIVE 9\" SP.",
    "3 1/2\" MIN. CL.",
    "506A AT 18\"",
    "2\" CL. 3 SIDES",
    "8-504B AT 12\" ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "1/2\" PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "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 sectional reinforcement and interface detail titled SECTION AT ENDWALL. It shows the endwall profile, adjacent slab interface, reinforcement callouts, joint filler, waterproofing callout, and a bearing-pad note; End Bent 1 is shown and End Bent 4 is noted as similar."
}

p08_r04Section

  • preformed joint filler×1horizontal stripLocated at the slab/endwall interface.

12" horizontal dimension1'-6" horizontal dimension8" horizontal dimension1/4" radius18" ± bar spacing9" alternating spacing3 1/2" minimum clear cover18" bar spacing+10 more

crop

p08_r01 cross section of bridge deck endwall showing beam bearing

page 8 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p08_r01_cross_section_of_bridge_deck_endwall_showing_beam_bearing
Original
p08_r01 cross section of bridge deck endwall showing beam bearing
{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Two endwall dimensions are called out: 3'-0\" and 1'-6\"."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Bar callout shown within section."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Bar callout shown at both ends of the section."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed joint filler",
      "count": null,
      "note": "Called out as typical."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "pad",
      "material": "foam",
      "count": null,
      "note": "Around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1\" GAP, MIN.",
    "1/2\" PREFORMED JOINT FILLER",
    "1/2\" PREFORMED JOINT FILLER, TYP.",
    "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL (partial)"
  ],
  "description": "This crop shows a section through an endwall, including a sloped deck slab, endwall profiles, joint filler, and reinforcing-bar callouts. The section is referenced to SR 21 WB = PGL and includes construction-joint and foam-filler requirements."
}

p08_r01 cross section of bridge deck endwall showing beam bearingSection

  • preformed joint fillerstrippreformed joint fillerCalled out as typical.
  • preformed foam joint fillerpadfoamAround pad, typical.

1/2" dimension1'-8" dimension34'-0" dimension6'-8" dimension1'-1" dimension3'-6" vertical dimension2% deck slope1" gap, minimum+5 more

crop

p08_r04 section at end bent showing beam seat reinforcement layout

page 8 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p08_r04_section_at_end_bent_showing_beam_seat_reinforcement_layout
Original
p08_r04 section at end bent showing beam seat reinforcement layout
{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with sloped face",
      "material": "",
      "count": 1,
      "note": "Section at endwall."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular section, partially shown",
      "material": "",
      "count": 1,
      "note": "End-of-beam reinforcement callouts are shown."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Placed alternately."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "straight bar",
      "material": "",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "thin rectangular layer",
      "material": "preformed joint filler",
      "count": 1,
      "note": "Located between the endwall and slab."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": null,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "506B spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "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": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "504B spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "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": "SECTION AT ENDWALL"
    }
  ],
  "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",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "1/2” PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN END BENT 4 SIMILAR"
  ],
  "labels": [
    "1-505",
    "4-401",
    "4-900",
    "SECTION AT ENDWALL",
    "SCALE: 3/4” = 1’-0”"
  ],
  "description": "This crop is a sectional reinforcement and joint detail titled SECTION AT ENDWALL. It shows the endwall adjacent to the end of a beam and slab, including reinforcing-bar callouts, waterproofing, and a preformed joint filler. The detail states that End Bent 1 is shown and End Bent 4 is similar."
}

p08_r04 section at end bent showing beam seat reinforcement layoutSection

  • preformed joint filler×1thin rectangular layerpreformed joint fillerLocated between the endwall and slab.

12” horizontal dimension1’-6” horizontal dimension8” horizontal dimension1/4” radius18” ± 506B spacing9” alternate spacing3 1/2” minimum clearance10” vertical dimension+10 more

Page 9

crop

p09_r03

page 9 · bridge_deck_edge_beam_and_diaphragm_reinforcement_details_p09_r03
Original
p09_r03
{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU EDGE BEAM."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular vertical diaphragm",
      "material": "concrete",
      "count": 1,
      "note": "Shown in SECTION THRU DIAPHRAGM, SPAN 2."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "horizontal rectangular section",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is shown at the edge beam and in Detail “A”."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1” preformed joint filler."
    },
    {
      "name": "silicone sealant joint sealer",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone sealant",
      "count": 1,
      "note": "Shown in Detail “A”."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced at 18”."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two bars called out in the edge-beam section."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Two 507B bars are called out at the upper location and two at the lower location."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1” DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "edge beam reinforcement"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "radius",
      "value": "1/4” R",
      "unit": "",
      "appliesTo": "Detail “A”"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ'D. CONST. JOINT",
    "* 1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "TOP OF BEAM",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4” R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SR 21/MILLEN BYPASS",
    "CONSTRUCTION",
    "SYMMETRY",
    "SECTION THRU EDGE BEAM",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL “A”",
    "NO SCALE"
  ],
  "description": "This crop shows a section through an edge beam for Bent 2, with Bent 3 noted similar, and a separate section through a 10-inch concrete diaphragm in Span 2. It also includes Detail “A” for the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

p09_r03Section

  • preformed joint filler×1vertical stripCalled out as 1” preformed joint filler.

18” reinforcement spacing8” horizontal dimension1'-0 1/2” horizontal dimension1'-0 1/2” horizontal dimension8” horizontal dimension4” clear cover8” vertical dimension1 1/2” clear cover+14 more

crop

p09_r03 detail a

page 9 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p09_r03_detail_a
Original
p09_r03 detail a
{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section at left."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown in section at right."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 2,
      "note": "Required construction joint is indicated in the edge-beam section and Detail \"A\"."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" preformed joint filler."
    },
    {
      "name": "silicone sealant / type joint sealer",
      "tag": "",
      "shape": "joint sealant bead",
      "material": "silicone",
      "count": 1,
      "note": "Shown in Detail \"A\"; type B, C or D."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": "Two groups are called out in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover, typical",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "sealant/joint dimension",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "sealant/joint dimension",
      "value": "½\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "joint dimension",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "radius",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY",
    "℄ REQ'D. CONST. JOINT",
    "SEE DETAIL \"A\"",
    "TOP OF BEAM",
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop contains a section through an edge beam for Bent 2, with Bent 3 noted similar, and a section through a concrete diaphragm at Span 2. It also includes Detail \"A\" showing the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

p09_r03 detail aSection

  • preformed joint filler×1rectangular stripCalled out as 1" preformed joint filler.

18" reinforcement spacing8" horizontal dimension1'-0½" horizontal dimension1'-0½" horizontal dimension8" horizontal dimension4" clear cover8" vertical dimension1½" clear cover, 3 sides+14 more

Page 12

crop

p12_r02

page 12 · beveled_shim_plate_and_bearing_pad_at_beam_p12_r02
Original
p12_r02
{
  "view": "Section",
  "objects": [
    {
      "name": "Beam",
      "tag": "℄ BEAM",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Partial beam end shown at bearing."
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular rod",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown through bearing assembly."
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular hatched symbol",
      "material": "foam",
      "count": 1,
      "note": "Shown as a note symbol."
    }
  ],
  "measurements": [
    {
      "label": "Shim/bearing assembly vertical dimension",
      "value": "5/8\"",
      "unit": "",
      "appliesTo": "Beveled shim plate / bearing pad"
    },
    {
      "label": "Bearing pad vertical dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Bearing pad"
    },
    {
      "label": "Dowel vertical 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.",
    "ENDWALL NOT SHOWN"
  ],
  "labels": [
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a beam bearing assembly. A tapered beam end bears on a beveled shim plate and bearing pad, with a 1 1/2-inch diameter smooth dowel extending below; the endwall is explicitly noted as not shown."
}

p12_r02Section

  • Preformed foam joint filler×1rectangular hatched symbolfoamShown as a note symbol.

5/8" Shim/bearing assembly vertical dimension1" Bearing pad vertical dimension1'-0" Dowel vertical dimension1 1/2" Dowel diameter

crop

p12_r07

page 12 · beveled_shim_plate_p12_r07
Original
p12_r07
{
  "view": "Section",
  "objects": [
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "rectangular plate with central circular hole",
      "material": "",
      "count": 1,
      "note": "Shown centered on horizontal and vertical centerlines."
    },
    {
      "name": "Hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Located at the plate center."
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular hatched symbol",
      "material": "preformed foam",
      "count": 1,
      "note": "Shown as a hatched symbol beside the specification note."
    }
  ],
  "measurements": [
    {
      "label": "Overall plate length",
      "value": "L+2”",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate length",
      "value": "(L+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate length",
      "value": "(L+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Overall plate width",
      "value": "W+2”",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate width",
      "value": "(W+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Half plate width",
      "value": "(W+2”)/2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Hole"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN",
    "BEVELED SHIM PLATE = 3” DIAMETER HOLE"
  ],
  "labels": [
    "SECTION A-A",
    "B"
  ],
  "description": "This crop shows SECTION A-A of a rectangular beveled shim plate, with a centrally located circular 3-inch-diameter hole. The plate plan dimensions are expressed as L+2 inches by W+2 inches, with centerline half-dimensions shown; the endwall is noted as not shown."
}

p12_r07Section

  • Preformed foam joint filler×1rectangular hatched symbolpreformed foamShown as a hatched symbol beside the specification note.

L+2” Overall plate length(L+2”)/2 Half plate length(L+2”)/2 Half plate lengthW+2” Overall plate width(W+2”)/2 Half plate width(W+2”)/2 Half plate width3” Hole diameter

crop

p12_r02 section through beam showing bearing pad shim plate and dowel

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r02_section_through_beam_showing_bearing_pad_shim_plate_and_dowel
Original
p12_r02 section through beam showing bearing pad shim plate and dowel
{
  "view": "Section",
  "objects": [
    {
      "name": "beam",
      "tag": "C BEAM",
      "shape": "I-girder / beam section",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": "Located between beam and bearing pad."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular rod",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown at beam centerline."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular",
      "material": "preformed foam",
      "count": null,
      "note": "Shown by a hatched symbol; placement is not shown in this crop."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "5/8”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "bearing pad thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "dowel length",
      "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": [
    "ENDWALL NOT SHOWN",
    "SECTION A-A"
  ],
  "description": "This crop is Section A-A through the bearing arrangement below a C BEAM. It shows a beveled shim plate and bearing pad over the support, with a vertical smooth dowel; the endwall is specifically noted as not shown."
}

p12_r02 section through beam showing bearing pad shim plate and dowelSection

  • preformed foam joint fillerrectangularpreformed foamShown by a hatched symbol; placement is not shown in this crop.

5/8” shim plate thickness1” bearing pad thickness1'-0” dowel length1 1/2” dowel diameter