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End Bent

4 pages · 8 crops · ×10 · substructure

Matched toAbutment Systembridge.substructure.abutment_systemon “End Bent”

This class asks for no measurements, so there is no take-off to do against it.

How the sheets named it

steel H pile end bents with MSE wall abutmentssteel H-pile end bentconcrete end bent/joint facesend bents

Every dimension read for it2

  • 2quantity of steel H pile end bents with MSE wall abutmentsp2 · p02_r01
  • 1/2″vertical dimensionp4 · p04_r05 expansion joint details

Notes on the sheets that carry it

  • p22 - 55'-0" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN
  • p21 - 82'-0" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN
  • p22 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ----------- SPECIAL DESIGN
  • p22 - CONCRETE INTERMEDIATE BENTS ------------------- SPECIAL DESIGN
  • p24 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)
  • p2(L = 4'-3"; W = 1'-1"; H = 3'-6")
  • p2(L = 4'-6"; W = 1'-1"; H = 3'-6")
  • p2BAR BENDING DETAILS ------------------------ GA. STD. 3901 (8-69)
  • p2CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)
  • p2TYPICAL FILL DETAIL AT END OF BRIDGE ----------------GA. STD. 9037 (9-99)
  • p2EACH BRIDGE CONSISTS OF
  • 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.
  • p2KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST.
  • p2INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT.
  • p2SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT.
  • p4* PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
  • p4SILICONE ADHESIVE
  • p4FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS
  • p131. MAINTAIN 2” CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.
  • p132. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS.

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

Page 2

crop

p02_r01

page 2 · bridge_composition_summary_p02_r01
Original
p02_r01
{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam spans",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H pile end bents with MSE wall abutments",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "concrete intermediate bents",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    },
    {
      "name": "reinforcement bar bending details",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 3901 (8-69)."
    }
  ],
  "measurements": [
    {
      "label": "quantity of AASHTO Type II PSC beam spans",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "quantity of AASHTO Type III PSC beam span",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "quantity of steel H pile end bents with MSE wall abutments",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bents with MSE wall abutments"
    },
    {
      "label": "quantity of concrete intermediate bents",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bents"
    },
    {
      "label": "quantity of end post and guardrail attachment details",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "length",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "length",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ----------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS ------------------------ GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ----------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "description": "This crop is a bridge-composition note block headed “EACH BRIDGE CONSISTS OF.” It lists the bridge span arrangement, end and intermediate bent types, end-post/guardrail details, and referenced standard details for bar bending, chain link fence, and fill at the end of bridge."
}

p02_r01Notes

  • steel H pile end bents with MSE wall abutments×2H-sectionsteelSpecial design.

2 quantity of AASHTO Type II PSC beam spans55'-0" ft-in span length1 quantity of AASHTO Type III PSC beam span82'-0" ft-in span length2 quantity of steel H pile end bents with MSE wall abutments2 quantity of concrete intermediate bents4 quantity of end post and guardrail attachment details4'-3" ft-in length+5 more

crop

p02_r04

page 2 · bridge_span_composition_list_p02_r04
Original
p02_r04
{
  "view": "Schedule",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H-pile end bents; special design."
    },
    {
      "name": "concrete intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "Quantity of AASHTO Type II PSC beam spans",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Quantity of AASHTO Type III PSC beam spans",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity of steel H pile end bents with MSE wall abutments",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bent / MSE wall abutment"
    },
    {
      "label": "Quantity of concrete intermediate bents",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bent"
    },
    {
      "label": "Quantity of end post and guardrail attachment details",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0” AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0” AASHTO TYPE III PSC BEAM SPAN ----------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS -------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS -------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3”; W = 1'-1”; H = 3'-6”)",
    "(L = 4'-6”; W = 1'-1”; H = 3'-6”)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "BAR BENDING DETAILS --------------------------- GA. STD. 3901 (8-69)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE -------------GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition schedule headed “EACH BRIDGE CONSISTS OF.” It lists the bridge span arrangement, end and intermediate bents, MSE wall abutments, guardrail end-post attachment details, and references to standard details including fence, bar bending, and typical fill at the end of bridge."
}

p02_r04Schedule

  • steel H-pile end bent×2H-sectionstructural steelWith MSE wall abutments; special design.

2 Quantity of AASHTO Type II PSC beam spans55'-0" Span length1 Quantity of AASHTO Type III PSC beam spans82'-0" Span length2 Quantity of steel H pile end bents with MSE wall abutments2 Quantity of concrete intermediate bents4 Quantity of end post and guardrail attachment details4'-3" Length+5 more

crop

p02_r01 typical fill detail at end of bridge ga

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r01_typical_fill_detail_at_end_of_bridge_ga
Original
p02_r01 typical fill detail at end of bridge ga
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE II",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE III",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "H-section pile bent",
      "material": "structural steel",
      "count": 2,
      "note": "Steel H pile end bents with MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H pile end bents; special design."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "reinforcement bar bending details",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 3901 (8-69)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 9031N (8-13-85)."
    },
    {
      "name": "fill at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical fill detail; GA. STD. 9037 (9-99)."
    }
  ],
  "measurements": [
    {
      "label": "PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE II"
    },
    {
      "label": "PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE III"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS -------------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN --------------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ------------ SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ------------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "{L = 4'-3\"; W = 1'-1\"; H = 3'-6\"}",
    "{L = 4'-6\"; W = 1'-1\"; H = 3'-6\"}",
    "BAR BENDING DETAILS ----------------------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE --------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "SPECIAL DESIGN",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031N (8-13-85)",
    "GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition note block listing the span arrangement, bents, abutments, and associated standard details for each bridge. It documents two 55'-0\" Type II PSC spans, one 82'-0\" Type III PSC span, two steel H-pile end bents with MSE wall abutments, and two concrete intermediate bents."
}

p02_r01 typical fill detail at end of bridge gaNotes

  • end bent×2H-section pile bentstructural steelSteel H pile end bents with MSE wall abutments; special design.

55'-0" PSC beam span length82'-0" PSC beam span length4'-3" Length1'-1" Width3'-6" Height4'-6" Length1'-1" Width3'-6" Height

crop

p02_r04 list of beam spans bents and standard details

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r04_list_of_beam_spans_bents_and_standard_details
Original
p02_r04 list of beam spans bents and standard details
{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 1,
      "note": "Special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Associated with the two steel H-pile end bents; special design."
    },
    {
      "name": "concrete intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    }
  ],
  "measurements": [
    {
      "label": "AASHTO Type II PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "AASHTO Type III PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "EACH BRIDGE CONSISTS OF",
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ---------------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ---------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")"
  ],
  "labels": [
    "BAR BENDING DETAILS ---------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ---------------- GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition note block listing the spans, end bents, intermediate bents, and end-post/guardrail attachment details for each bridge. It also references standard details for bar bending, chain link wire fence, and fill at the end of bridge."
}

p02_r04 list of beam spans bents and standard detailsNotes

  • steel H-pile end bent×2H-sectionstructural steelWith MSE wall abutments; special design.

55'-0" AASHTO Type II PSC beam span length82'-0" AASHTO Type III PSC beam span length4'-3" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height4'-6" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height

crop

p02_r13 standard plan modification

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r13_standard_plan_modification
Original
p02_r13 standard plan modification
{
  "view": "Notes",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in standard modification and payment."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Between approach slab and back face paving rest/end post; continuous around end post at end bent."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as back face paving rest."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint is to be continuous around end post at end bent."
    },
    {
      "name": "Bent",
      "tag": "BENT 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Expansion-joint dimension revised at these bents."
    },
    {
      "name": "End bent",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint to remain continuous around end post."
    },
    {
      "name": "Approach slab pavement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "See roadway plans."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint shown between the approach slab and the back face paving rest and end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "1 3/8\"",
      "unit": "",
      "appliesTo": "BENT 1 AND 4"
    }
  ],
  "notes": [
    "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 PAVEMENT."
  ],
  "labels": [],
  "description": "This crop is a standard plan modification note for an approach slab expansion joint. It directs an increased joint width at Bent 1 and 4 and retains a continuous joint around the end post at the end bent."
}

p02_r13 standard plan modificationNotes

  • End bentExpansion joint to remain continuous around end post.

3/4" Expansion joint shown between the approach slab and the back face paving rest and end post1 3/8" Expansion joint at Bent 1 and 4

Page 4

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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

  • concrete end bent/joint faces×2rectangular vertical faces with rounded top cornersDetail applies to end bents 1 and 4.

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

Page 13

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p13_r05 notes of general notes

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r05_notes_of_general_notes
Original
p13_r05 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Maintain 2” clearance unless otherwise noted."
    },
    {
      "name": "end bents",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Drainage details referenced on GA. STD. 9037."
    }
  ],
  "measurements": [
    {
      "label": "clearance on all reinforcement",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "1. MAINTAIN 2” CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block. It specifies reinforcement clearance and references Georgia Standard 9037 for drainage details at end bents."
}

p13_r05 notes of general notesNotes

  • end bentsDrainage details referenced on GA. STD. 9037.

2” clearance on all reinforcement

Page 17

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p17_r08 notes of general notes

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r08_notes_of_general_notes
Original
p17_r08 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 1."
    },
    {
      "name": "end bents",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 2; drainage details are referenced."
    }
  ],
  "measurements": [
    {
      "label": "clearance on all reinforcement",
      "value": "2″",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "1. MAINTAIN 2″ CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block from a structural drawing. It specifies reinforcement clearance and directs the reader to GA. STD. 9037 for drainage details at end bents."
}

p17_r08 notes of general notesNotes

  • end bentsReferenced in Note 2; drainage details are referenced.

2″ clearance on all reinforcement