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Diaphragm

6 pages · 9 crops · ×10 · superstructure

Matched toDiaphragmbridge.superstructure.secondary_member_system.diaphragmon “Diaphragm”

1 of 4 required measurements have a number
The class asks forUnitA reading with that nameFrom
LengthLm/mm82'-0" ftp5 · p05_r01 deck plan
Cross-sectional AreaAm2/mm2no reading by that name
Instance CountNcountno reading by that name
Material TypeMAT—no reading by that name
MassMoptionalkg/tno reading by that name

Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.

How the sheets named it

STEEL DIAPHRAGMS10" CONCRETE DIAPHRAGM, TYP.ENDWALL10" Concrete DiaphragmEndwall10" CONCRETE DIAPHRAGM, TYP.ENDWALL

Every dimension read for it15

  • 82'-0" ftSPAN 2 TOTAL LENGTHnot attributedp5 · p05_r01 deck plan
  • 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
  • 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
  • 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
  • 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
  • 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
  • 22'-0" ftGUTTER TO GUTTERnot attributedp5 · p05_r01 deck plan
  • 43'-0" ftOUT TO OUTnot attributedp5 · p05_r01 deck plan
  • 1'-9 1/2" ftSPRING LINEnot attributedp5 · p05_r01 deck plan
  • 34'-0" ftOverall lengthnot attributedp8 · p08_r01
  • 3'-0" ftLeft endwall widthp8 · p08_r01
  • 6'-8" ftTop right offsetnot attributedp8 · p08_r01
  • 1'-1" ftRightmost clearancenot attributedp8 · p08_r01
  • 1'-8" ftLeft offsetnot attributedp8 · p08_r01
  • 1'-6" ftEndwall offsetp8 · p08_r01

Notes on the sheets that carry it

  • p2VIBRATION MONITORING - THE PROJECT BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.
  • p63'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • p6"8" FILLET, TYP.
  • p6"10" CONCRETE DIAPHRAGM, TYP.
  • p6END POST
  • p6FENCE POST SPACING
  • p6PGL WESTBOUND
  • p6PGL EASTBOUND
  • 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 COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
  • p81. FENCE SHALL BE 9 GAUGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
  • p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 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.
  • p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.
  • p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.

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

Page 2

crop

p02_r01 title block

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r01_title_block
Original
p02_r01 title block
{
  "view": "Notes",
  "objects": [
    {
      "name": "STEEL H-PILES",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709"
    },
    {
      "name": "SMOOTH DOWEL BARS",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS"
    },
    {
      "name": "ABUTMENT SOIL REINFORCING DEVICE INSERTS",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED"
    },
    {
      "name": "GROOVED CONCRETE",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SPECIFICATIONS"
    },
    {
      "name": "STEEL DIAPHRAGMS",
      "tag": "",
      "shape": "diaphragm",
      "material": "steel",
      "count": null,
      "note": "STEEL DIAPHRAGMS"
    },
    {
      "name": "WELDING",
      "tag": "",
      "shape": "",
      "material": "welding",
      "count": null,
      "note": "ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS"
    },
    {
      "name": "SHOP DRAWINGS",
      "tag": "",
      "shape": "document",
      "material": "",
      "count": null,
      "note": "SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK, FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED"
    },
    {
      "name": "SPECIAL PROTECTIVE COATING",
      "tag": "",
      "shape": "coating",
      "material": "protective coating",
      "count": null,
      "note": "CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P"
    },
    {
      "name": "CHAIN LINK FENCE",
      "tag": "",
      "shape": "fence",
      "material": "chain link",
      "count": null,
      "note": "CHAIN LINK FENCE SHALL BE PAID FOR AS LF CH LK FENCE, ZC COAT, 6 FT, 9 GA"
    },
    {
      "name": "CERTIFICATION CARD",
      "tag": "",
      "shape": "certificate",
      "material": "",
      "count": null,
      "note": "WELDERS CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING"
    }
  ],
  "measurements": [
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2720",
      "unit": "LB",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2540",
      "unit": "LB",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SUMMARY OF QUANTITIES"
  ],
  "description": "Sheet page 2 shows continuation of general notes and design data with a right-hand summary of quantities. This crop captures textual notes on vibration monitoring, pile driving, dowel bars, and other embedded items, along with a portion of the quantity table."
}

p02_r01 title blockNotes

  • STEEL DIAPHRAGMSdiaphragmsteelSTEEL DIAPHRAGMS

35 CY 207-020335 CY 207-0203295 CY 211-0200295 CY 211-0200811 SY 500-0100811 SY 500-01002720 LB 520-11252540 LB 520-1125+2 more

Page 4

crop

p04_r01

page 4 · other_p04_r01
Original
p04_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 7",
      "tag": "C BEAM 7",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 8",
      "tag": "C BEAM 8",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 9",
      "tag": "C BEAM 9",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 10",
      "tag": "C BEAM 10",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 11",
      "tag": "C BEAM 11",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 12",
      "tag": "C BEAM 12",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "B.F.P.R. BENT 1",
      "tag": "B.F.P.R. BENT 1",
      "shape": "bent",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "END POST",
      "tag": "",
      "shape": "post",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "PGL WESTBOUND",
      "tag": "",
      "shape": "guardrail/strip",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL EASTBOUND",
      "tag": "",
      "shape": "guardrail/strip",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "8\" FILLET, TYP.",
      "tag": "",
      "shape": "fillet",
      "material": "concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "10\" CONCRETE DIAPHRAGM, TYP.",
      "tag": "",
      "shape": "diaphragm",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "12\" PAVING REST",
      "tag": "",
      "shape": "paving rest",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "SPAN I",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "Deck width"
    },
    {
      "label": "END POST",
      "value": "4'-6\"",
      "unit": "ft",
      "appliesTo": "End post position"
    },
    {
      "label": "FENCE POST SPACING",
      "value": "18'-4\"",
      "unit": "ft",
      "appliesTo": "fence posts"
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": "gutter to gutter"
    },
    {
      "label": "OUT TO OUT",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "deck outer to outer"
    },
    {
      "label": "END POST",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "end post location"
    }
  ],
  "notes": [],
  "labels": [
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "Plan view of a deck/wide bridge portion showing longitudinal deck beams labeled C BEAM 1–12, a BFPR bent, end posts, and PGL guard/edging. The sheet fragment includes typical deck details such as 10 inch concrete diaphragms, 12 inch paving rests, and 8 inch fillets, with fence/post spacings and overall deck width labeled as SPAN I (55 ft). The view documents arrangement of structural members and guardrail-related elements in this crop region."
}

p04_r01Plan

  • 10" CONCRETE DIAPHRAGM, TYP.×1diaphragmconcrete

55'-0" ft SPAN I4'-6" ft END POST18'-4" ft FENCE POST SPACING40'-0" ft GUTTER TO GUTTER55'-0" ft OUT TO OUT1'-0" ft END POST

Page 5

crop

p05_r01 deck plan

page 5 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p05_r01_deck_plan
Original
p05_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "G BEAM 1",
      "tag": "G BEAM 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 2",
      "tag": "G BEAM 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 3",
      "tag": "G BEAM 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 4",
      "tag": "G BEAM 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 5",
      "tag": "G BEAM 5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 6",
      "tag": "G BEAM 6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 7",
      "tag": "G BEAM 7",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 8",
      "tag": "G BEAM 8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 9",
      "tag": "G BEAM 9",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 10",
      "tag": "G BEAM 10",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 11",
      "tag": "G BEAM 11",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 12",
      "tag": "G BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "8\" FILLEt, TYP.",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "I'-0\" EDGEBEAM, TYP.",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "10\" CONCRETE DIAPHRAGM, TYP.",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL WESTBOUND",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL EASTBOUND",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "SPAN 2 TOTAL LENGTH",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "OUT TO OUT",
      "value": "43'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "SPRING LINE",
      "value": "1'-9 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "PGL WESTBOUND",
    "PGL EASTBOUND"
  ],
  "description": "Deck plan view (Sheet: Span 2) showing multiple G BEAM girders with edgebeams, fillers, diaphragms, and PGL labels. Dimension lines indicate overall span, deck segment lengths, gutter/edge spacing, and post spacing."
}

p05_r01 deck planPlan

  • 10" CONCRETE DIAPHRAGM, TYP.×1rectangular

82'-0" ft SPAN 2 TOTAL LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH22'-0" ft GUTTER TO GUTTER43'-0" ft OUT TO OUT+1 more

crop

p05_r01

page 5 · other_p05_r01
Original
p05_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 7",
      "tag": "C BEAM 7",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 8",
      "tag": "C BEAM 8",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 9",
      "tag": "C BEAM 9",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 10",
      "tag": "C BEAM 10",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 11",
      "tag": "C BEAM 11",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 12",
      "tag": "C BEAM 12",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "10\" CONCRETE DIAPHRAGM, TYP.",
      "tag": "10\" CONCRETE DIAPHRAGM, TYP.",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "typical"
    },
    {
      "name": "8\" FILL ET, TYP.",
      "tag": "",
      "shape": "fill",
      "material": "earth",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "82'-0\"",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "16'-4 1/2\"",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": "bottom span segments"
    },
    {
      "label": "9'-6\"",
      "value": "9'-6\"",
      "unit": "ft",
      "appliesTo": "bottom span segments"
    },
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "left margin"
    },
    {
      "label": "2'-0\" MIN. LAP",
      "value": "2'-0\" MIN. LAP",
      "unit": "ft",
      "appliesTo": "gap/lap"
    },
    {
      "label": "22'-0\"",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": "gutter width"
    }
  ],
  "notes": [],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "FENCE POST SPACING",
    "GUTTER TO OUT",
    "OUT TO OUT"
  ],
  "description": "Plan view (deck plan) showing multiple C BEAMs (1-12) with 10\" concrete diaphragms (typical) and 8\" fill areas, as well as edge features such as gutters and fence post spacing. The sheet portion shown is labeled SPAN 2 and DECK PLAN."
}

p05_r01Plan

  • 10" CONCRETE DIAPHRAGM, TYP.10" CONCRETE DIAPHRAGM, TYP.×1rectangularconcretetypical

82'-0" ft 82'-0"16'-4 1/2" ft 16'-4 1/2"9'-6" ft 9'-6"3'-0" ft 3'-0"2'-0" MIN. LAP ft 2'-0" MIN. LAP22'-0" ft 22'-0"

Page 6

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p06_r01

page 6 · other_p06_r01
Original
p06_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Fence Posts",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Along bottom edge; spacing specified."
    },
    {
      "name": "END POST",
      "tag": "END POST",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "ENDWALL",
      "tag": "ENDWALL",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Endwall outside exterior beam, typical."
    },
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 7",
      "tag": "C BEAM 7",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 8",
      "tag": "C BEAM 8",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 9",
      "tag": "C BEAM 9",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 10",
      "tag": "C BEAM 10",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 11",
      "tag": "C BEAM 11",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 12",
      "tag": "C BEAM 12",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "8\" Fillet",
      "tag": "8\" FILLET, TYP.",
      "shape": "fillet",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "10\" Concrete Diaphragm",
      "tag": "10\" CONCRETE DIAPHRAGM, TYP.",
      "shape": "diaphragm",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "B.F.P.R. Bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "bend",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "12\" Paving Rest",
      "tag": "12\" PAVING REST",
      "shape": "paving rest",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL Westbound",
      "tag": "PGL WESTBOUND",
      "shape": "text label",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL Eastbound",
      "tag": "PGL EASTBOUND",
      "shape": "text label",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "SPAN 3",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "FENCE POST SPACING - SEG 1",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "FENCE POST SPACING - SEG 2",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "FENCE POST SPACING - SEG 3",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "FENCE POST SPACING - SEG 4",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "SPAN LENGTH A",
      "value": "17'-2 3/4\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "SPAN LENGTH B",
      "value": "17'-5 1/4\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "SPAN LENGTH C",
      "value": "52'-2 1/16\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "SPAN LENGTH D",
      "value": "51'-8 3/8\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "TOP SEGMENT",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "TOP DECK SEGMENT"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "\"8\" FILLET, TYP.",
    "\"10\" CONCRETE DIAPHRAGM, TYP.",
    "END POST",
    "FENCE POST SPACING",
    "PGL WESTBOUND",
    "PGL EASTBOUND"
  ],
  "labels": [
    "DECK PLAN",
    "SPAN 3",
    "FENCE POST SPACING",
    "END POST",
    "ENDWALL",
    "PGL WESTBOUND",
    "PGL EASTBOUND"
  ],
  "description": "Plan view of a deck section (Sheet 6 region labeled Other P06 R01). It shows fence posts along the bottom edge with specified post spacing, end posts at the ends, endwalls, multiple C BEAMs, an 8\" fillet, a 10\" concrete diaphragm, 12\" paving rests, and a B.F.P.R. bent. It also includes PGL Westbound and Eastbound labels and overall deck dimensions."
}

p06_r01Plan

  • ENDWALLENDWALL×1rectangularEndwall outside exterior beam, typical.
  • 10" Concrete Diaphragm10" CONCRETE DIAPHRAGM, TYP.×1diaphragmconcrete

55'-0" ft-in SPAN 36'-6" ft-in FENCE POST SPACING - SEG 19'-6" ft-in FENCE POST SPACING - SEG 29'-6" ft-in FENCE POST SPACING - SEG 39'-6" ft-in FENCE POST SPACING - SEG 417'-2 3/4" ft-in SPAN LENGTH A17'-5 1/4" ft-in SPAN LENGTH B52'-2 1/16" ft-in SPAN LENGTH C+2 more

Page 8

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p08_r01 for further details see georgia dot spec

page 8 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p08_r01_for_further_details_see_georgia_dot_spec
Original
p08_r01 for further details see georgia dot spec
{
  "view": "Section",
  "objects": [
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "3'-0\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-6\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam",
      "count": 1,
      "note": "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP."
    },
    {
      "name": "BARRIER",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "SLAB",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "SLAB"
    },
    {
      "name": "PULL POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "2 7/8\" PULL POST"
    },
    {
      "name": "END POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "END POST"
    },
    {
      "name": "FENCE",
      "tag": "",
      "shape": "mesh",
      "material": "galvanized steel",
      "count": 1,
      "note": "ZINC COATED FENCE"
    },
    {
      "name": "POST VERT.",
      "tag": "",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": "VERTICAL POST ZINC COATED"
    },
    {
      "name": "CONSTR. JOINT",
      "tag": "",
      "shape": "joint",
      "material": "concrete",
      "count": 1,
      "note": "CONSTR. JOINT"
    }
  ],
  "measurements": [
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "top dimension"
    },
    {
      "label": "6'-8\"",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": "top right dimension"
    },
    {
      "label": "3'-0\" ENDWALL",
      "value": "3'-0\" ENDWALL",
      "unit": "",
      "appliesTo": "left endwall"
    },
    {
      "label": "1'-6\" ENDWALL",
      "value": "1'-6\" ENDWALL",
      "unit": "",
      "appliesTo": "middle endwall"
    },
    {
      "label": "2% slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "section slope"
    }
  ],
  "notes": [
    "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 COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES."
  ],
  "labels": [
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop is a Section through an endwall and associated barrier assembly, showing endwalls at multiple locations, a barrier, posts, tension bars, a zinc-coated fence, and the adjacent concrete slab. It includes notes on joint fillers and fence installation as part of the endwall detail."
}

p08_r01 for further details see georgia dot specSection

  • ENDWALL×1rectangularreinforced concrete3'-0" ENDWALL
  • ENDWALL×1rectangularreinforced concrete1'-6" ENDWALL

34'-0" 34'-0"6'-8" 6'-8"3'-0" ENDWALL 3'-0" ENDWALL1'-6" ENDWALL 1'-6" ENDWALL2% 2% slope

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Original
p08_r01
{
  "view": "Section",
  "objects": [
    {
      "name": "Endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "barrier",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "End Bent",
      "tag": "",
      "shape": "bent",
      "material": "",
      "count": 1,
      "note": "Shown at end/beginning of barrier in section"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "fence",
      "material": "chain link zinc coated",
      "count": 1,
      "note": "Fence notes are provided in the notes"
    },
    {
      "name": "Joint Filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed joint filler",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Overall length",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left endwall width",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "Endwall"
    },
    {
      "label": "Top right offset",
      "value": "6'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Rightmost clearance",
      "value": "1'-1\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left offset",
      "value": "1'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Endwall offset",
      "value": "1'-6\"",
      "unit": "ft",
      "appliesTo": "Endwall"
    },
    {
      "label": "Pull post diameter",
      "value": "2 7/8\"",
      "unit": "in",
      "appliesTo": "Pull Post"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "Pipe Sleeve"
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "Joint Filler"
    }
  ],
  "notes": [
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAUGE 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 SPECIFICATIONS SECTIONS 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."
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "SECTION AT ENDWALL"
  ],
  "description": "Cross-section through an endwall and adjacent barrier/fence assembly. It shows endwall dimensions and typical joint filler, plus details of the barrier and fence elements visible in this crop (end bent, posts, and related notes)."
}

p08_r01Section

  • Endwall×1rectangularreinforced concrete

34'-0" ft Overall length3'-0" ft Left endwall width6'-8" ft Top right offset1'-1" ft Rightmost clearance1'-8" ft Left offset1'-6" ft Endwall offset2 7/8" in Pull post diameter4" in Pipe sleeve diameter+1 more

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p12_r01 in accordance with sub section 833 2 10

page 12 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p12_r01_in_accordance_with_sub_section_833_2_10
Original
p12_r01 in accordance with sub section 833 2 10
{
  "view": "Detail",
  "objects": [
    {
      "name": "BEARING PAD",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEVELED SHIM PLATE",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEAM",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "irregular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "1/2\" DIAMETER SMOOTH DOWEL",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "BEARING PAD THICKNESS",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "BEARING PAD"
    },
    {
      "label": "DOWEL DIAMETER",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "DOWEL"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [
    "BEARING PAD",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM",
    "ENDWALL",
    "1/2\" DIAMETER SMOOTH DOWEL",
    "PREFORMED FOAM JOINT FILLER"
  ],
  "description": "This crop shows a detail set for a bearing arrangement: a plan-like view on the left indicating endwall, bearing pad, beveled shim plate, and beam; and a cross-section on the right detailing the beveled shim plate, bearing pad, bearing, a 1/2 inch diameter smooth dowel, and a note about foam joint filler per Georgia DOT specs."
}

p12_r01 in accordance with sub section 833 2 10Detail

  • ENDWALL×1irregular

1" in BEARING PAD THICKNESS1/2" in DOWEL DIAMETER

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p12_r01

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Original
p12_r01
{
  "view": "Detail",
  "objects": [
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING PAD",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEVELED SHIM PLATE",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEAM",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "1 INCH DIAMETER SMOOTH DOWEL",
      "tag": "",
      "shape": "circular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "DOWEL DIAMETER",
      "value": "1",
      "unit": "in",
      "appliesTo": "DOWEL"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [],
  "description": "Detail showing a beam-end connection bearing assembly. Left view presents plan/arrangement with endwall, bearing pad, and beveled shim plate; right view shows a cross-section through the bearing, dowel, and foam joint filler."
}

p12_r01Detail

  • ENDWALL×1rectangularunknown

1 in DOWEL DIAMETER