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End Post

4 pages · 10 crops · ×17 · railing

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

The ontology would need a fence end-post class.

How the sheets named it

end post and guardrail attachmentEnd post (fence)END POST

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)
  • 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 PAYMENT.
  • p2STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4" EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8" AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAYMENT.
  • p412" PAVING REST
  • p4END POST
  • p4BARRIER TRANSITION
  • p4BARRIER TRANSITION DETAIL
  • p4SCALE: 1/4" = 1'-0"
  • p6FENCE POST SPACING
  • p61'-0" EDGEBEAM, TYP.
  • p68" FILLET, TYP.
  • p681°-20'-05.0", TYP.
  • p610" CONCRETE DIAPHRAGM, TYP.
  • p63'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • p61'-6" ENDWALL
  • p6B.F.P.R. BENT 4
  • p6CONSTRUCTION ℄ SR 21
  • p6PGL WESTBOUND
  • p6PGL EASTBOUND
  • p6N 83°-43'-21.7" E
  • p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
  • p8FENCE NOTES:
  • p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
  • p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
  • p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
  • p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
  • p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14".
  • p86. SPACE POSTS AT A MINIMUM OF 7'-0" AND A MAXIMUM OF 10'-0". PLACE POSTS 1'-0" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.

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

Page 2

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p02_r02 typical fill detail at end of bridge ga

page 2 · gdot_plan_649084f395824aaebf1f5ed48132696f_p02_r02_typical_fill_detail_at_end_of_bridge_ga
Original
p02_r02 typical fill detail at end of bridge ga
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type II I-girder",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" spans, special design"
    },
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type III I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span, special design"
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "H-section piles",
      "material": "structural steel piles / MSE wall abutment",
      "count": 2,
      "note": "Steel H pile end bents with MSE wall abutments, special design"
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design"
    },
    {
      "name": "end post and guardrail attachment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Per GA. STD. 3054 (9-30-02); two size variants listed"
    },
    {
      "name": "bar bending detail reference",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Reference to GA. STD. 3901 (8-69)"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per GA. STD. 9031N (8-13-85)"
    },
    {
      "name": "fill detail at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per GA. STD. 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    }
  ],
  "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 notes block titled 'EACH BRIDGE CONSISTS OF' summarizing the structural components of each bridge: PSC beam spans (AASHTO Type II and III), steel H pile end bents with MSE wall abutments, concrete intermediate bents, and various standard details (end post/guardrail attachment, bar bending, chain link fence, and fill detail at bridge end), each referencing Georgia DOT standard drawing numbers and dates. It provides a general bill-of-materials-style listing rather than a plan or elevation view."
}

p02_r02 typical fill detail at end of bridge gaNotes

  • end post and guardrail attachment×4Per GA. STD. 3054 (9-30-02); two size variants listed

55'-0" Span length82'-0" Span length4'-3" Length1'-1" Width3'-6" Height4'-6" Length1'-1" Width3'-6" Height

crop

p02_r09 standard plan modification modify the ap

page 2 · gdot_plan_649084f395824aaebf1f5ed48132696f_p02_r09_standard_plan_modification_modify_the_ap
Original
p02_r09 standard plan modification modify the ap
{
  "view": "Notes",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note text; standard plan modification applies to this element"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Joint between approach slab and back face paving rest and end post, dimension increased per note"
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as part of joint location"
    },
    {
      "name": "Bent",
      "tag": "1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location where joint width is increased"
    },
    {
      "name": "Bent",
      "tag": "4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location where joint width is increased"
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width (original)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "Approach slab expansion joint"
    },
    {
      "label": "Expansion joint width (revised)",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "Approach slab expansion joint at 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 PAYMENT."
  ],
  "labels": [],
  "description": "This crop contains a block of general construction notes (no drawn geometry) describing a standard plan modification for the approach slab expansion joint detail at Bent 1 and Bent 4. It specifies the change in joint width from 3/4 inch to 1 3/8 inch, instructions to keep the joint continuous around the end post, and payment/cost inclusion guidance referencing roadway plans."
}

p02_r09 standard plan modification modify the apNotes

  • End postReferenced as part of joint location

3/4 in Expansion joint width (original)1 3/8 in Expansion joint width (revised)

crop

p02_r02

page 2 · other_p02_r02
Original
p02_r02
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type II",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" span length, special design"
    },
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type III",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span length, special design"
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "",
      "material": "structural steel (H piles), MSE wall abutments",
      "count": 2,
      "note": "steel H pile end bents with MSE wall abutments, special design"
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": 2,
      "note": "special design"
    },
    {
      "name": "end post and guardrail attachment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "per GA. STD. 3054 (9-30-02); two size variants listed with L, W, H dimensions"
    },
    {
      "name": "reinforcing bar bending detail",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "per GA. STD. 3901 (8-69)"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "per GA. STD. 9031N (8-13-85)"
    },
    {
      "name": "fill detail at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "typical detail per GA. STD. 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    }
  ],
  "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 summary notes block titled 'EACH BRIDGE CONSISTS OF' listing the components that make up the bridge structure: PSC beam spans (2 at 55'-0\" AASHTO Type II, 1 at 82'-0\" AASHTO Type III), steel H pile end bents with MSE wall abutments, concrete intermediate bents, end post/guardrail attachment details with dimensions, and references to standard details (bar bending, chain link fence, fill detail) with their GDOT standard drawing numbers and revision dates. It functions as an itemized structural inventory rather than a plan or section view."
}

p02_r02Notes

  • end post and guardrail attachment×4per GA. STD. 3054 (9-30-02); two size variants listed with L, W, H dimensions

55'-0" ft-in span length82'-0" ft-in span length4'-3" ft-in end post/guardrail attachment dimension L1'-1" ft-in end post/guardrail attachment dimension W3'-6" ft-in end post/guardrail attachment dimension H4'-6" ft-in end post/guardrail attachment dimension L1'-1" ft-in end post/guardrail attachment dimension W3'-6" ft-in end post/guardrail attachment dimension H

crop

p02_r09

page 2 · other_p02_r09
Original
p02_r09
{
  "view": "Notes",
  "objects": [
    {
      "name": "approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note regarding expansion joint modification at Bent 1 and 4"
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Between approach slab and back face paving rest and end post"
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint continuous around end post"
    }
  ],
  "measurements": [
    {
      "label": "Existing expansion joint width",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "expansion joint (standard, prior to modification)"
    },
    {
      "label": "Modified expansion joint width",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "expansion joint at 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 PAYMENT."
  ],
  "labels": [],
  "description": "This crop contains a single printed note block describing a standard plan modification to the approach slab detail, specifying an increase in expansion joint width at Bent 1 and 4 and clarifying payment responsibility. No drawn objects, dimensions figures, or graphical elements are shown, only the note text."
}

p02_r09Notes

  • end postExpansion joint continuous around end post

3/4 in Existing expansion joint width1 3/8 in Modified expansion joint width

Page 4

crop

p04_r02 barrier transition detail

page 4 · gdot_plan_649084f395824aaebf1f5ed48132696f_p04_r02_barrier_transition_detail
Original
p04_r02 barrier transition detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "End post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located at left end of barrier transition, shown with dashed lines indicating hidden edge"
    },
    {
      "name": "Barrier (parapet) transition",
      "tag": "",
      "shape": "tapered",
      "material": "concrete",
      "count": 1,
      "note": "Top edge tapers upward from 2\" at end post to 1'-9 1/2\" at far end over a 12'-0\" length, with slope callout 1:18"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "rectangular, angled",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 12\" PAVING REST, shown as a diagonal element abutting the end post"
    }
  ],
  "measurements": [
    {
      "label": "Paving rest width",
      "value": "12",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Height at end post",
      "value": "2",
      "unit": "in",
      "appliesTo": "End post/barrier transition start"
    },
    {
      "label": "Horizontal length of transition",
      "value": "12'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier transition"
    },
    {
      "label": "Height at far end of transition",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier transition end"
    },
    {
      "label": "Slope ratio rise",
      "value": "1",
      "unit": "",
      "appliesTo": "Barrier transition slope diagram"
    },
    {
      "label": "Slope ratio run",
      "value": "18",
      "unit": "",
      "appliesTo": "Barrier transition slope diagram"
    },
    {
      "label": "Drawing scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [
    "12\" PAVING REST",
    "END POST",
    "BARRIER TRANSITION",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "labels": [
    "BARRIER TRANSITION DETAIL",
    "BARRIER TRANSITION",
    "END POST",
    "12\" PAVING REST"
  ],
  "description": "This crop is a detail drawing showing the transition geometry of a concrete barrier/parapet from an end post to a taller section over a 12'-0\" length, with height increasing from 2\" to 1'-9 1/2\". A slope diagram labeled 'BARRIER TRANSITION' indicates a 1:18 taper ratio, and a 12\" paving rest is shown adjoining the end post. The detail is drawn at 1/4\"=1'-0\" scale, likely part of a bridge parapet/barrier standard detail sheet."
}

p04_r02 barrier transition detailDetail

  • End post×1rectangularconcreteLocated at left end of barrier transition, shown with dashed lines indicating hidden edge

12 in Paving rest width2 in Height at end post12'-0" ft-in Horizontal length of transition1'-9 1/2" ft-in Height at far end of transition1 Slope ratio rise18 Slope ratio run1/4" = 1'-0" Drawing scale

crop

p04_r01

page 4 · other_p04_r01
Original
p04_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "SPAN 1",
      "shape": "trapezoidal (skewed)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One deck plan shown for each bridge (westbound and eastbound), both labeled Span 1"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1–BEAM 12",
      "shape": "longitudinal, parallel",
      "material": "precast/prestressed concrete (implied by beam callouts, not stated)",
      "count": 12,
      "note": "Six beams shown per bridge, centerlines labeled CL BEAM 1 through CL BEAM 12"
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear, at ends of span",
      "material": "concrete",
      "count": 4,
      "note": "Two sizes noted: 3'-0\" endwall outside exterior beam (typ.) and 1'-6\" endwall"
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear, along deck edge",
      "material": "concrete",
      "count": 2,
      "note": "1'-0\" edgebeam, typ., one per bridge"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "transverse, rectangular",
      "material": "concrete",
      "count": 6,
      "note": "10\" concrete diaphragm, typ.; three transverse lines shown per bridge deck"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear ledge",
      "material": "concrete",
      "count": 2,
      "note": "12\" paving rest, one per bridge at bent end"
    },
    {
      "name": "Bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced as back face of bent (B.F.P.R.), one per bridge deck plan"
    },
    {
      "name": "End post",
      "tag": "END POST",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Located at the skewed end of each span, dimensioned 4'-3\" and 4'-6\""
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502A",
      "shape": "bar, transverse",
      "material": "reinforcing steel",
      "count": 6,
      "note": "Shown at top and bottom edges of both bridge decks"
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502B",
      "shape": "bar, transverse",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Shown along lower edge of upper (westbound) deck"
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502C",
      "shape": "bar, transverse",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Shown along upper edge of lower (eastbound) deck"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400A",
      "shape": "bar, longitudinal",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Labeled once per deck, appears to run along beam lines"
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Span 1 deck (both bridges)"
    },
    {
      "label": "Panel spacing",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Deck panel spacing, repeated 3x per deck"
    },
    {
      "label": "Bar spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "12-502A/B/C bar spacing, repeated multiple times"
    },
    {
      "label": "End spacing",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing at deck end"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Deck edge dimension, multiple locations"
    },
    {
      "label": "Bearing pad spacing",
      "value": "5'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bearing marks (*) near beam ends, x2"
    },
    {
      "label": "Fillet thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Fillet, typ."
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Concrete diaphragm, typ."
    },
    {
      "label": "Paving rest width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Endwall thickness",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Endwall outside exterior beam, typ."
    },
    {
      "label": "Endwall thickness",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Edgebeam, typ."
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "Deck cross width"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "Deck cross width"
    },
    {
      "label": "Overhang dimension",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Deck overhang, repeated top and bottom"
    },
    {
      "label": "Distance",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Between gutter lines, both bridges"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "Beam/skew angle, typ., repeated multiple times"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "Construction bearing line"
    },
    {
      "label": "End post dimension",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "End post, upper deck"
    },
    {
      "label": "End post dimension",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "End post, lower deck"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-4 5/16\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-5 1/4\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment, x2"
    },
    {
      "label": "Total diagonal dimension",
      "value": "52'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge total, upper deck"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment, lower deck, x2"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-2 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment, lower deck"
    },
    {
      "label": "Total diagonal dimension",
      "value": "51'-8 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge total, lower deck"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, repeated multiple times"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, x2"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, upper deck end"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, lower deck end"
    }
  ],
  "notes": [],
  "labels": [
    "DECK PLAN",
    "SPAN 1",
    "CONSTRUCTION CL SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "FENCE POST SPACING",
    "END POST",
    "B.F.P.R. BENT 1",
    "CL BEAM 1",
    "CL BEAM 2",
    "CL BEAM 3",
    "CL BEAM 4",
    "CL BEAM 5",
    "CL BEAM 6",
    "CL BEAM 7",
    "CL BEAM 8",
    "CL BEAM 9",
    "CL BEAM 10",
    "CL BEAM 11",
    "CL BEAM 12"
  ],
  "description": "This crop shows the Deck Plan for Span 1 of a twin-bridge structure, depicting the westbound and eastbound decks side by side with beam centerlines (Beams 1–12), endwalls, edgebeams, diaphragms, paving rests, and end posts. It is heavily dimensioned with panel widths, skew angles (81°-20'-05.0\"), fence post spacing, and gutter-to-gutter/out-to-out widths, and references reinforcing bar marks 12-502A/B/C and 400A along with a construction centerline (SR 21) and bearing call-out."
}

p04_r01Plan

  • End postEND POST×2concreteLocated at the skewed end of each span, dimensioned 4'-3" and 4'-6"

55'-0" ft-in Overall deck width18'-4" ft-in Panel spacing9'-6" ft-in Bar spacing6'-6" ft-in End spacing1'-0" ft-in Edge offset5'-0" ft-in Bearing pad spacing8" in Fillet thickness10" in Diaphragm thickness+22 more

crop

p04_r02

page 4 · other_p04_r02
Original
p04_r02
{
  "view": "Detail",
  "objects": [
    {
      "name": "End Post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown at left edge of detail, tapering into barrier transition"
    },
    {
      "name": "Barrier (transition segment)",
      "tag": "",
      "shape": "tapered, rectangular in elevation",
      "material": "concrete",
      "count": 1,
      "note": "Elevation view of barrier tapering in height from end post to full section over 12'-0\" length"
    },
    {
      "name": "Paving Rest",
      "tag": "",
      "shape": "rectangular, angled",
      "material": "concrete",
      "count": 1,
      "note": "Small angled ledge/notch at top of end post, 12\" dimension noted"
    }
  ],
  "measurements": [
    {
      "label": "Paving rest width",
      "value": "12",
      "unit": "in",
      "appliesTo": "Paving Rest"
    },
    {
      "label": "Transition length",
      "value": "12'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Step/offset height",
      "value": "2",
      "unit": "in",
      "appliesTo": "End Post / Paving Rest joint"
    },
    {
      "label": "Barrier height at end of transition",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Taper slope ratio (rise)",
      "value": "1",
      "unit": "",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Taper slope ratio (run)",
      "value": "18",
      "unit": "",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Drawing scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [],
  "labels": [
    "12\" PAVING REST",
    "END POST",
    "BARRIER TRANSITION",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "description": "This crop is an elevation detail titled 'BARRIER TRANSITION DETAIL' showing the tapered profile of a bridge barrier as it transitions from the end post to its full height over a 12'-0\" length, with a slope callout of 1:18 and a final height of 1'-9 1/2\". A paving rest notch (12\" wide, 2\" step) is shown at the end post connection. It documents the geometry of the barrier taper at the end span, relevant to concrete and reinforcing quantities noted elsewhere as included in end span totals."
}

p04_r02Detail

  • End Post×1rectangularconcreteShown at left edge of detail, tapering into barrier transition

12 in Paving rest width12'-0" ft-in Transition length2 in Step/offset height1'-9 1/2" ft-in Barrier height at end of transition1 Taper slope ratio (rise)18 Taper slope ratio (run)1/4" = 1'-0" Drawing scale

Page 6

crop

p06_r01 title block

page 6 · gdot_plan_649084f395824aaebf1f5ed48132696f_p06_r01_title_block
Original
p06_r01 title block
{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1-12",
      "shape": "linear, longitudinal",
      "material": "precast concrete",
      "count": 12,
      "note": "Six beams shown per each of two deck halves (westbound and eastbound), individually labeled BEAM 1 through BEAM 12"
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular, transverse",
      "material": "concrete",
      "count": 6,
      "note": "Labeled '10\" CONCRETE DIAPHRAGM, TYP.'; shown between beams at intermediate locations, three per deck half"
    },
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 2,
      "note": "Labeled '1'-0\" EDGEBEAM, TYP.', one along each deck half"
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear, tapered edge detail",
      "material": "concrete",
      "count": 2,
      "note": "Labeled '8\" FILLET, TYP.'"
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear, angled",
      "material": "concrete",
      "count": 4,
      "note": "Two sizes noted: '3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.' and '1'-6\" ENDWALL', two each (one per deck end)"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 2,
      "note": "Labeled '12\" PAVING REST' at bent ends"
    },
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Labeled 'B.F.P.R. BENT 4' at both ends of the span (top and bottom edges of deck plan)"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "12-502A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 6,
      "note": "Appears at top and bottom edges of deck (fence post/parapet reinforcement), 3 marks per edge x2 edges"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "12-502B",
      "shape": "",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Appears along eastbound deck edge near construction centerline"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "12-502C",
      "shape": "",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Appears along westbound deck edge near construction centerline"
    },
    {
      "name": "Reinforcement bar mark",
      "tag": "400A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Labeled once per deck half, likely deck slab main reinforcement"
    },
    {
      "name": "Fence post spacing markers",
      "tag": "",
      "shape": "point markers",
      "material": "",
      "count": null,
      "note": "Rows of dimensioned spacing along both outer edges and inner edges of both deck halves; some marked with * and ** symbols"
    },
    {
      "name": "End post",
      "tag": "END POST",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Located at inner ends of each deck half near construction centerline of SR 21"
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width, top deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "westbound deck outer bay"
    },
    {
      "label": "Beam bay spacing (3 bays)",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "westbound deck, repeated 3 times"
    },
    {
      "label": "Fence post spacing sequence",
      "value": "6'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\"",
      "unit": "",
      "appliesTo": "westbound deck outer edge"
    },
    {
      "label": "End dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "westbound deck outer edge end"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck skew, typ."
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "Fillet dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet, typ."
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam, typ."
    },
    {
      "label": "Endwall dimension (exterior)",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall outside exterior beam, typ."
    },
    {
      "label": "Endwall dimension (other)",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "Paving rest width",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "westbound/eastbound deck section"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "westbound/eastbound deck section"
    },
    {
      "label": "Offset at edge",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "deck edge offset from gutter line, top and bottom"
    },
    {
      "label": "Beam spacing bay (5'-0\" marks)",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "Beam 1/Beam 2 area and Beam 11/Beam 12 area"
    },
    {
      "label": "Fence post spacing sequence (lower rows)",
      "value": "6'-2 3/8\", 9'-6\", 9'-6\", 8'-0\", 8'-9\", 8'-9\"",
      "unit": "",
      "appliesTo": "inner edge near bent 4, westbound"
    },
    {
      "label": "End post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post, westbound"
    },
    {
      "label": "Sub-span dimension",
      "value": "17'-2 3/4\", 17'-2 13/16\", 17'-2 13/16\"",
      "unit": "",
      "appliesTo": "inner deck edge dimensions"
    },
    {
      "label": "Total inner edge length",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "westbound inner deck edge total"
    },
    {
      "label": "Total deck length (construction centerline area)",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck length along construction centerline SR 21"
    },
    {
      "label": "Sub-span dimension",
      "value": "17'-5 1/4\", 17'-5 1/4\", 17'-4 5/16\"",
      "unit": "",
      "appliesTo": "eastbound inner deck edge"
    },
    {
      "label": "Fence post spacing sequence (eastbound inner)",
      "value": "6'-8 13/16\", 9'-6\", 9'-6\", 8'-0\", 8'-9\", 8'-9\"",
      "unit": "",
      "appliesTo": "eastbound deck inner edge"
    },
    {
      "label": "End post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post, eastbound"
    },
    {
      "label": "Total width, bottom deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "eastbound deck outer bay"
    },
    {
      "label": "Beam bay spacing (3 bays), bottom deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "eastbound deck, repeated 3 times"
    },
    {
      "label": "Fence post spacing sequence, bottom",
      "value": "6'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\"",
      "unit": "",
      "appliesTo": "eastbound deck outer edge"
    },
    {
      "label": "Skew/bearing angle line",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "reference bearing line between decks"
    },
    {
      "label": "Gutter to gutter width (repeat)",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "partial dimension near end post areas"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST",
    "B.F.P.R. BENT 4",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "N 83°-43'-21.7\" E"
  ],
  "labels": [
    "SPAN 3",
    "DECK PLAN",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "END POST"
  ],
  "description": "This crop is a deck plan view for Span 3 of a bridge, showing two parallel roadway decks (westbound and eastbound), each carrying six precast beams (Beams 1-6 and 7-12 respectively) supported at Bent 4. The drawing details fence post spacing, edge beams, fillets, concrete diaphragms, endwalls, and paving rests, along with numerous linear dimensions, skew angles, and gutter/out-to-out width callouts for both deck halves. Reinforcement bar marks (12-502A/B/C, 400A) are called out at deck edges and diaphragm locations, indicating this sheet documents deck slab layout and edge/fence detailing for take-off of concrete and reinforcement quantities."
}

p06_r01 title blockPlan

  • End postEND POST×2Located at inner ends of each deck half near construction centerline of SR 21

55'-0" Overall deck width, top deck18'-4" Beam bay spacing (3 bays)6'-6", 9'-6", 9'-6", 9'-6", 9'-6", 9'-6" Fence post spacing sequence1'-0" End dimension81°-20'-05.0" Skew angle10" Diaphragm thickness8" Fillet dimension1'-0" Edgebeam width+20 more

crop

p06_r01

page 6 · other_p06_r01
Original
p06_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1-12",
      "shape": "longitudinal, parallel",
      "material": "precast concrete (implied)",
      "count": 12,
      "note": "Centerlines of 12 beams shown (BEAM 1 through BEAM 12), 6 per roadway (westbound and eastbound)."
    },
    {
      "name": "Fence post anchorage/rebar",
      "tag": "12-502A",
      "shape": "",
      "material": "reinforcement bar (implied)",
      "count": 6,
      "note": "Marks at top and bottom edges of deck plan, at fence post spacing locations."
    },
    {
      "name": "Fence post anchorage/rebar",
      "tag": "12-502B",
      "shape": "",
      "material": "reinforcement bar (implied)",
      "count": 3,
      "note": "Marks along eastbound roadway upper edge."
    },
    {
      "name": "Fence post anchorage/rebar",
      "tag": "12-502C",
      "shape": "",
      "material": "reinforcement bar (implied)",
      "count": 3,
      "note": "Marks along westbound roadway lower edge."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear, 1'-0\" wide",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Typical edgebeam along outer edge of each roadway deck."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "400A",
      "shape": "transverse, 10\" thick",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Typical diaphragm between beams, shown at midspan of each roadway; tag 400A appears once per roadway."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear, 1'-6\" and 3'-0\" widths",
      "material": "concrete (implied)",
      "count": 4,
      "note": "1'-6\" endwall and 3'-0\" endwall outside exterior beam, at both ends of each roadway."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear, 8\" typical",
      "material": "concrete (implied)",
      "count": 2,
      "note": "8\" fillet typical, shown along beam lines."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear, 12\" wide",
      "material": "concrete (implied)",
      "count": 2,
      "note": "12\" paving rest at end of each roadway deck."
    },
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "concrete (implied)",
      "count": 1,
      "note": "Referenced as 'B.F.P.R. BENT 4' (likely 'Back Face of Pier/Bent Rest') at the far end of the span for both roadways."
    },
    {
      "name": "Fence post spacing markers",
      "tag": "*",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Asterisk symbols denote fence post spacing locations, referenced but not individually described."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Labeled 'END POST' at the terminal fence post location on each roadway."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway (top)"
    },
    {
      "label": "Segment width",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway (3 segments)"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway (repeated 5 times)"
    },
    {
      "label": "Fence post spacing (end)",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway, end spacing"
    },
    {
      "label": "Post bracket spacing",
      "value": "5'-0\"",
      "unit": "ft-in",
      "appliesTo": "Near Beam 1, both sides"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "degrees-min-sec",
      "appliesTo": "Beam skew, typical"
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Concrete diaphragm, typical"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Edgebeam, typical"
    },
    {
      "label": "Fillet size",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Fillet, typical"
    },
    {
      "label": "Endwall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Endwall outside exterior beam, typical"
    },
    {
      "label": "Endwall width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "Roadway width, both roadways"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "Deck width, both roadways"
    },
    {
      "label": "Edge offset",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Edge distance, both roadways (multiple locations)"
    },
    {
      "label": "Roadway offset",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Half-width dimension, both roadways"
    },
    {
      "label": "Fence post spacing (lower edge)",
      "value": "6'-2 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway lower edge, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge (x2)"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge (x2)"
    },
    {
      "label": "End spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge end"
    },
    {
      "label": "End post width",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "End post, westbound lower edge"
    },
    {
      "label": "Segment length",
      "value": "17'-2 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge segment"
    },
    {
      "label": "Segment length",
      "value": "17'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge segment (x2)"
    },
    {
      "label": "Total length",
      "value": "51'-8 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge total"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "bearing",
      "appliesTo": "Construction centerline SR 21"
    },
    {
      "label": "Total length",
      "value": "52'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway upper edge total"
    },
    {
      "label": "Segment length",
      "value": "17'-5 1/4\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge segment (x2)"
    },
    {
      "label": "Segment length",
      "value": "17'-4 5/16\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge segment"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway upper edge, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge (x2)"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge (x2)"
    },
    {
      "label": "End spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge end"
    },
    {
      "label": "End post width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "End post, eastbound upper edge"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway lower edge, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound lower edge (repeated 5 times)"
    },
    {
      "label": "End spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound lower edge end"
    },
    {
      "label": "Segment width",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway (3 segments)"
    },
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway (bottom)"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "81°-20'-05.0\", TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST",
    "END POST"
  ],
  "labels": [
    "DECK PLAN",
    "SPAN 3",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "B.F.P.R. BENT 4"
  ],
  "description": "This crop is a plan view titled 'DECK PLAN' for 'SPAN 3' of a bridge, showing the deck geometry for two parallel roadways (westbound and eastbound) each supported on six beams (Beams 1-6 and 7-12). It details fence post spacing, edgebeam, concrete diaphragm, fillet, endwall, and paving rest dimensions along the skewed deck edges, along with overall width, gutter-to-gutter, and out-to-out dimensions, plus a construction centerline bearing and skew angle for SR 21."
}

p06_r01Plan

  • End post×2Labeled 'END POST' at the terminal fence post location on each roadway.

55'-0" ft-in Overall deck width18'-4" ft-in Segment width6'-6" ft-in Fence post spacing9'-6" ft-in Fence post spacing1'-0" ft-in Fence post spacing (end)5'-0" ft-in Post bracket spacing81°-20'-05.0" degrees-min-sec Skew angle10" in Diaphragm thickness+33 more

Page 8

crop

p08_r01 for further details see georgia dot spec

page 8 · gdot_plan_649084f395824aaebf1f5ed48132696f_p08_r01_for_further_details_see_georgia_dot_spec
Original
p08_r01 for further details see georgia dot spec
{
  "view": "Detail",
  "objects": [
    {
      "name": "Endwall",
      "tag": "3'-0\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall at left side of deck"
    },
    {
      "name": "Endwall",
      "tag": "1'-6\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall, inboard of 3'-0\" endwall"
    },
    {
      "name": "Deck slab",
      "tag": "SLAB",
      "shape": "tapered, cross-slope 2%",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Spans full width shown, SR 21 WB = PGL centerline marked"
    },
    {
      "name": "Girder/Beam",
      "tag": "",
      "shape": "bulb-tee / I-section (PSC beam)",
      "material": "precast concrete",
      "count": 5,
      "note": "Repeating beam sections shown under deck slab; rebar marks 900A/900B point to beam tops"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed foam/elastomeric",
      "count": 3,
      "note": "1/2\" preformed joint filler (typ.) and 1\" preformed foam joint filler around pad"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, 1\" gap min."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Fence Elevation and Fence Post Detail, supports fence"
    },
    {
      "name": "End post (fence)",
      "tag": "",
      "shape": "vertical pipe",
      "material": "galvanized/zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pull post (fence)",
      "tag": "",
      "shape": "2 7/8\" dia pipe",
      "material": "zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Fence post (typical vertical)",
      "tag": "",
      "shape": "2 7/8\" dia pipe, curved top 45°",
      "material": "zinc coated steel",
      "count": null,
      "note": "Post spaced per Fence Notes 6, curved top detail with 2'-6\" R"
    },
    {
      "name": "Tension bar",
      "tag": "",
      "shape": "1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Truss bracing",
      "tag": "",
      "shape": "diagonal 1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": "At end or pull post"
    },
    {
      "name": "Chain link fence fabric",
      "tag": "",
      "shape": "woven mesh",
      "material": "zinc coated steel, 9 gage",
      "count": 1,
      "note": "Security fence, 2 inch mesh"
    },
    {
      "name": "Pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized steel",
      "count": 1,
      "note": "4\" dia. std. wt. pipe sleeve cast in barrier"
    },
    {
      "name": "End bent cap/section",
      "tag": "END BENT 1",
      "shape": "as detailed in Section at Endwall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 4 similar per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900A",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900A called out at girder top"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900B",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900B called out at girder tops, two locations"
    },
    {
      "name": "Reinforcement bar",
      "tag": "401",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-401 shown in Section at Endwall; series not shown in main section per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "2-504A AT END"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "8-504B AT 12\"± BETWEEN BEAMS"
    },
    {
      "name": "Reinforcement bar",
      "tag": "505",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "1-505 shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "506B AT 18\"± ALT. TO GIVE 9\" SP."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as 'BEARING NOT S[HOWN]' - not depicted, text partial/cut off"
    },
    {
      "name": "Slab reinforcement",
      "tag": "",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "Noted as not shown in Section at Endwall"
    }
  ],
  "measurements": [
    {
      "label": "Overhang width",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, main span"
    },
    {
      "label": "Width",
      "value": "6'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right side"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right edge"
    },
    {
      "label": "Barrier height at right",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall right barrier"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Gap min.",
      "value": "1",
      "unit": "in",
      "appliesTo": "Construction joint at deck"
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Preformed joint filler, typical"
    },
    {
      "label": "Joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "Preformed foam joint filler around pad"
    },
    {
      "label": "Post spacing max",
      "value": "12",
      "unit": "in",
      "appliesTo": "Tension bar bands O.C. max"
    },
    {
      "label": "Pipe diameter",
      "value": "1 5/8",
      "unit": "in",
      "appliesTo": "Tension bar/truss bracing pipe, zinc coated"
    },
    {
      "label": "Pipe diameter",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Fence pipe, typical"
    },
    {
      "label": "Pull post width",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Pull post diameter"
    },
    {
      "label": "Offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence elevation, base dimension"
    },
    {
      "label": "Offset",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Offset dimension in fence elevation"
    },
    {
      "label": "Fence height",
      "value": "5'-1\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Fence height",
      "value": "4'-7\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Total height",
      "value": "10'-4\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail total"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Zinc coated fence height"
    },
    {
      "label": "Base height",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail base"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail barrier"
    },
    {
      "label": "Curve radius",
      "value": "2'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail curved top, R"
    },
    {
      "label": "Angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "Fence Post Detail curved top"
    },
    {
      "label": "Offset dimension",
      "value": "10 1/4\"",
      "unit": "in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4",
      "unit": "in",
      "appliesTo": "Pipe sleeve, std wt"
    },
    {
      "label": "Section at Endwall width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall top dimension"
    },
    {
      "label": "Section at Endwall width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Section at Endwall width",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "Section at Endwall, R"
    },
    {
      "label": "Clear cover",
      "value": "3 1/2",
      "unit": "in min",
      "appliesTo": "Section at Endwall min. clearance"
    },
    {
      "label": "Depth",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Section at Endwall reinforcement clearance"
    },
    {
      "label": "Spacing",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall dimension near 506A"
    },
    {
      "label": "Bar spacing",
      "value": "18\"±",
      "unit": "in",
      "appliesTo": "506B bar spacing"
    },
    {
      "label": "Alt spacing",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "506B alternate spacing"
    },
    {
      "label": "Bar spacing",
      "value": "12\"±",
      "unit": "in",
      "appliesTo": "504B bar spacing between beams"
    },
    {
      "label": "Post fastening interval max",
      "value": "14",
      "unit": "in",
      "appliesTo": "Fence fabric fastening (Fence Note 5)"
    },
    {
      "label": "Post spacing min",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing minimum (Fence Note 6)"
    },
    {
      "label": "Post spacing max",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing maximum (Fence Note 6)"
    },
    {
      "label": "Post distance from joint",
      "value": "1'-0\"",
      "unit": "ft-in min",
      "appliesTo": "Fence post minimum distance from barrier joints (Fence Note 6)"
    }
  ],
  "notes": [
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN, END BENT 4 SIMILAR",
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP."
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "FENCE ELEVATION",
    "SCALE: 3/4\" = 1'-0\"",
    "FENCE POST DETAIL",
    "SECTION AT ENDWALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SR 21 WB = PGL",
    "END POST",
    "CONST. JOINT",
    "BARRIER",
    "SLAB",
    "ZINC COATED FENCE",
    "TENSION BAR BANDS AT 12\" O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "1 5/8\" DIA. PIPE ZINC COATED",
    "2 7/8\" DIA. PIPE, TYP.",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "2 7/8\" PULL POST",
    "1/2\" OFFSET",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "7'-0\" ZINC COATED FENCE",
    "2 7/8\" DIA. PIPE"
  ],
  "description": "This sheet contains four related details for a bridge structure: a full-width Section Thru Endwall showing the deck cross-slope, precast beams, endwalls and joint fillers with rebar callouts 900A/900B; a Fence Elevation and Fence Post Detail showing chain link security fence construction with tension bars, truss bracing, and post dimensions atop a concrete barrier; and a Section at Endwall (End Bent 1, similar at End Bent 4) showing end bent reinforcement details (bars 900, 401, 504A, 504B, 506A, 506B, 505) with bearing area and waterproofing notes. It documents deck cross-section geometry, endwall/joint details, security fence construction requirements per Georgia DOT specifications, and end bent reinforcement layout for the barrier and beam seat area."
}

p08_r01 for further details see georgia dot specDetail

  • End post (fence)×1vertical pipegalvanized/zinc coated steel

1 1/2 in Overhang width1'-8" ft-in Width34'-0" ft-in Width6'-8" ft-in Width1'-1" ft-in Width3'-6" ft-in Barrier height at right2 % Cross slope1 in Gap min.+36 more