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Bearing

7 pages · 19 crops · ×113 · superstructure

Matched toBridge Bearing Systembridge.superstructure.bearing_systemcheckon “Bearing”

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

How the sheets named it

bearingsbearing centerlinebearing centerlinesbearing locationsbearing locationBearing/support locationsFIXEXP.℄ BEARINGC BEARING℄ BEAM 7 through ℄ BEAM 12

Every dimension read for it12

  • 7'-7/16"bearing spacingp14 · bent_2_left
  • 22'-0"Distance from SR 21 WB = PGL reference linenot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 2'-9⅜"Local horizontal dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 11½"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 1'-2"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 2'-1½"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 2'-9 3/8"Dimension at bearing/dowel locationp15 · bent_3_left
  • 15°Anglenot attributedp15 · bent_3_left
  • 18+63.35stationnot attributedp15 · p15_r01 plan of bent 3 left beam spacing
  • 2'-1 1/2"upper bearing row to lower bearing rowp15 · p15_r01 plan of bent 3 left beam spacing
  • 2'-9 3/8"bearing dimensionp17 · bent_4_left
  • 22'-0"Plan offset dimensionnot attributedp17 · bent_4_right

Notes on the sheets that carry it

  • p1CHAIN LINK WIRE FENCE, TYP.
  • p1FRONT FACE OF WALL NO. 1
  • p1FRONT FACE OF WALL NO. 2
  • p1APPROXIMATE EXISTING GROUNDLINE
  • p1NOTES — partial note block visible at right edge; text is cut off and illegible in part.
  • p1EL.151.00, TYP.
  • p1FUTURE GROUNDLINE
  • p103. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8″ EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.
  • p104. AT [symbol unclear] BEARING, FORM A 1 3/4″ DIAMETER X 7″ DEEP HOLE AT THE FIXED ENDS AND A 4″ X 1 3/4″ X 7″ DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2″ DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
  • p105. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4″. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.
  • p106. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.
  • p107. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.
  • p108. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.
  • p109. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.
  • p1010. PRESTRESSING DATA IS AS FOLLOWS:
  • p111. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5’-6” FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4” OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.
  • p112. CHAMFER EDGES OF BEAMS 1/2” OR 3/4”.
  • p114. AT ℄ BEARING, FORM A 1 3/4” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1 3/4” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
  • p11MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
  • p11℄ 2" DIAMETER HOLE FOR DIAPHRAGM BAR
  • p11OMIT HOLE AT BEAMS 1 AND 7
  • p11OMIT HOLE AT BEAMS 6 AND 12
  • p11ALL DIMENSIONS ARE ALONG ℄ BEAM
  • p12BEARING PAD =
  • p12BEVELED SHIM PLATE
  • p12BEARING
  • p12BEAM
  • p12B.F.P.P.R. ENDWALL
  • p12℄ BEARING PAD = ℄ BEVELED SHIM PLATE
  • p12B.F.P.R. → ENDWALL
  • p12BENT 1 SHOWN
  • p12BENT 4 SIMILAR
  • p14FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL BAR, TYP.
  • p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
  • p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • p141. SEE BRIDGE ... COLUMN AN...
  • p142. BARS 422
  • p143. EXTEND BA...
  • p14FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL BAR, TYP.
  • p15…E BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS. [partial at left crop edge]

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

Page 1

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bridge_1

page 1 · bridge_1
Original
bridge_1
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "longitudinal rectangular deck profile",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length in elevation."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 1",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 2",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "pile-supported footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beneath each visible bent; individual piles are shown but not tagged."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": null,
      "note": "Visible below both bent footings; exact count is unclear at this crop resolution."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearings shown at Bent 2."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panel",
      "material": "chain link wire",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular profile",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "approximate existing groundline",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "Span length",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "NOTES — partial note block visible at right edge; text is cut off and illegible in part."
  ],
  "labels": [
    "PLAN",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "ELEVATION"
  ],
  "description": "This crop principally shows an elevation of a bridge with end walls, Bents 2 and 3, deck superstructure, bearings, and pile-supported bent footings. The bridge is dimensioned as three spans of 55'-0\", 82'-0\", and 55'-0\", with a stated total length of 192'-0\". A partial plan heading and dimension string are visible above the elevation."
}

bridge_1Elevation

  • bearingFIX×2rectangularFixed bearings shown at Bent 2.
  • bearingEXP.×4rectangularExpansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2.

192'-0" *** Total length of bridge55'-0" *** Span length82'-0" *** Span length55'-0" *** Span length151.00 Elevation

crop

p01_r08 elevation of bridge spans bents and wingwalls

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r08_elevation_of_bridge_spans_bents_and_wingwalls
Original
p01_r08 elevation of bridge spans bents and wingwalls
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1, BENT 2, BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 1 shown below."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 2 shown below; pile-supported foundation is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 3 shown below; pile-supported foundation is shown."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 4 shown below."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at each of BENT 2 and BENT 3."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 8,
      "note": "Four piles are visibly shown below each of the two pile caps."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular fence panels",
      "material": "",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearings",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearing callouts shown at the end supports and adjacent to BENT 3."
    },
    {
      "name": "bearings",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearing callouts shown adjacent to BENT 2."
    },
    {
      "name": "existing track centerline",
      "tag": "℄ EXISTING TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track centerline",
      "tag": "℄ FUTURE TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future access road centerline",
      "tag": "℄ FUTURE ACCESS ROAD",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "EL.151.00",
      "unit": "",
      "appliesTo": "groundline"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO.1",
    "FRONT FACE OF WALL NO.2",
    "EL.151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "PGL.",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a four-support bridge with end B.F.P.R. bents and two intermediate pile-supported bents. The elevation documents the 55'-0\", 82'-0\", and 55'-0\" span arrangement, wall front faces, fence locations, bearing designations, track centerlines, and existing/future groundlines."
}

p01_r08 elevation of bridge spans bents and wingwallsElevation

  • bearingsEXP.×4rectangularExpansion bearing callouts shown at the end supports and adjacent to BENT 3.
  • bearingsFIX×2rectangularFixed bearing callouts shown adjacent to BENT 2.

192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span lengthEL.151.00 elevation

crop

p01_r09 elevation of bridge spans bents and pile bents

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r09_elevation_of_bridge_spans_bents_and_pile_bents
Original
p01_r09 elevation of bridge spans bents and pile bents
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "continuous horizontal deck/girder profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1 and B.F.P.R. BENT 4, with intermediate BENT 2 and BENT 3."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 1."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 2."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown below each of BENT 2 and BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 6,
      "note": "Three visible below each pile cap."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearing condition shown at B.F.P.R. BENT 1, both sides of BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearing condition shown at BENT 2."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 2 and BENT 3"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "EL.",
      "value": "151.00",
      "unit": "",
      "appliesTo": "TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "TOTAL LENGTH OF BRIDGE",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "ELEVATION",
    "1",
    "2",
    "3",
    "4"
  ],
  "description": "This crop shows an elevation of a three-span bridge with end supports identified as B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and intermediate BENT 2 and BENT 3. It documents the overall and span lengths, bearing conditions, pile-supported intermediate bents, wall-front-face references, groundlines, track/access-road centerlines, and typical chain link wire fence."
}

p01_r09 elevation of bridge spans bents and pile bentsElevation

  • bearingEXP.×4Expansion bearing condition shown at B.F.P.R. BENT 1, both sides of BENT 3, and B.F.P.R. BENT 4.
  • bearingFIX×2Fixed bearing condition shown at BENT 2.

192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" ***82'-0" ***55'-0" ***151.00 EL.

Page 10

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p10_r09 notes of psc beam

page 10 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p10_r09_notes_of_psc_beam
Original
p10_r09 notes of psc beam
{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length, bearing-end holes/slots, top-surface treatment, transport holes, and deflection are addressed in the notes."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 4; a symbol preceding “BEARING” is unclear."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to the roughened beam top and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Epoxy mortar thickness at each beam end",
      "value": "1/8″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diameter of hole at fixed ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Depth of hole at fixed ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot width at expansion ends",
      "value": "4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot dimension at expansion ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot depth at expansion ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "strands"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8″ EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT [symbol unclear] BEARING, FORM A 1 3/4″ DIAMETER X 7″ DEEP HOLE AT THE FIXED ENDS AND A 4″ X 1 3/4″ X 7″ DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2″ DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4″. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a notes block containing Notes 3 through 10 for beams and associated prestressing work. It documents beam dimensional allowances, bearing-end dowel holes and slots, beam-top surface preparation, transport-hole repairs, dead-load deflection definitions, strand requirements, and introduces prestressing data that is not shown in this crop."
}

p10_r09 notes of psc beamNotes

  • bearingReferenced in Note 4; a symbol preceding “BEARING” is unclear.

1/8″ Epoxy mortar thickness at each beam end1 3/4″ Diameter of hole at fixed ends7″ Depth of hole at fixed ends4″ Slot width at expansion ends1 3/4″ Slot dimension at expansion ends7″ Slot depth at expansion ends1 1/2″ Smooth dowel diameter1/4″ Roughened surface amplitude+1 more

Page 11

crop

p11_r10

page 11 · beam_notes_p11_r10
Original
p11_r10
{
  "view": "Notes",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Notes address handling, chamfering, dimensions, bearing-end holes/slots, top surface preparation, transport-hole repairs, and deflection."
    },
    {
      "name": "Pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within 4” of the bottom of the beam; details to be included in shop drawings."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Fixed and expansion ends are referenced."
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced at bearing holes and slots."
    },
    {
      "name": "Slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection and bonding to roughened beam top."
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead load deflection."
    },
    {
      "name": "Strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "5’-6”",
      "unit": "",
      "appliesTo": "Beam pick-ups"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4”",
      "unit": "",
      "appliesTo": "Pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "Beam top"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "886",
      "unit": "",
      "appliesTo": "Type II epoxy resin adhesive"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "934",
      "unit": "",
      "appliesTo": "Rapid setting patching material"
    },
    {
      "label": "ASTM designation",
      "value": "A 416",
      "unit": "",
      "appliesTo": "Strands"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "Strands"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5’-6” FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4” OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2” OR 3/4”.",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8” EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1 3/4” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a beam notes block containing numbered fabrication, handling, bearing, surface-preparation, repair, deflection, and prestressing requirements. It documents general requirements for beams and related bearings, dowels, slab, coping, barrier, and prestressing strands; the prestressing data following Note 10 is outside this crop."
}

p11_r10Notes

  • BearingFixed and expansion ends are referenced.

5’-6” Pick-up location from beam ends4” Pick-up embedment from bottom of beam1/2” Beam edge chamfer3/4” Beam edge chamfer1/8” Epoxy mortar at each beam end1 3/4” Fixed-end hole diameter7” Fixed-end hole depth4” Expansion-end slot width+8 more

crop

p11_r02 full elevation of prestressed beam with strand and hole layout

page 11 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p11_r02_full_elevation_of_prestressed_beam_with_strand_and_hole_layout
Original
p11_r02 full elevation of prestressed beam with strand and hole layout
{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "not stated",
      "count": 1,
      "note": "Elevation of a single beam between Bent 2 and Bent 3; draped strands and reinforcement callouts are shown."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "not stated",
      "count": 2,
      "note": "Called out as 2 inch diameter holes; hole omissions are noted for specified beams."
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped",
      "material": "not stated",
      "count": 8,
      "note": "Shown sloping upward toward the right end."
    },
    {
      "name": "bearing centerline",
      "tag": "℄ BEARING",
      "shape": "line",
      "material": "not stated",
      "count": 2,
      "note": "Bearing centerlines are indicated at both beam ends."
    },
    {
      "name": "low friction type hold down",
      "tag": "℄ LOW FRICTION TYPE HOLD DOWN",
      "shape": "symbol",
      "material": "not stated",
      "count": 1,
      "note": "Centerline location is shown near the midpoint."
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "between ℄ BENT 2 and ℄ BENT 3"
    },
    {
      "label": "beam length",
      "value": "80'-1⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint to end dimension",
      "value": "40'-5 3/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "11 13/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "spacing",
      "value": "19 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "spacing",
      "value": "6 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam reinforcement/strand layout"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam end reinforcement/strand layout"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#5 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#4",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#5 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam depth",
      "value": "8'-4 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "13-#5 AT 6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#5",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "2⅝\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam end"
    },
    {
      "label": "diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "vertical dimension",
      "value": "2'-3\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "delta NC",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "delta C",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "left beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "left beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "left beam end/bearing centerline"
    },
    {
      "label": "bearing to bearing",
      "value": "79'-7 5/8\"",
      "unit": "",
      "appliesTo": "℄ BEARING to ℄ BEARING"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "right beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "right beam end/bearing centerline"
    },
    {
      "label": "dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "right beam end/bearing centerline"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "℄ BENT 2",
    "℄ BENT 3",
    "8 - DRAPED STRANDS",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION"
  ],
  "description": "This crop is an elevation of one rectangular beam spanning between the centerlines of Bent 2 and Bent 3. It documents beam and bearing-centerline geometry, diaphragm-bar hole locations, draped strand profile, and end reinforcement/spacing callouts."
}

p11_r02 full elevation of prestressed beam with strand and hole layoutElevation

  • bearing centerline℄ BEARING×2linenot statedBearing centerlines are indicated at both beam ends.

82'-0" span length80'-1⅝" beam length40'-5 3/16" midpoint to end dimension11 13/16" dimension9 SPACES AT 24" spacing19 SPACES AT 12" spacing4" dimension6 SPACES AT 4" spacing+24 more

Page 12

crop

p12_r03

page 12 · bearing_endwall_assembly_p12_r03
Original
p12_r03
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "partial plan view",
      "material": "",
      "count": 1,
      "note": "BENT 1 SHOWN; BENT 4 noted as similar."
    },
    {
      "name": "Endwall",
      "tag": "B.F.P.P.R.",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched endwall shown at the beam end."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout identifies bearing."
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout identifies bearing pad."
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "beveled",
      "material": "",
      "count": 1,
      "note": "Callout identifies beveled shim plate."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Beam is identified by callout."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "1″",
      "unit": "",
      "appliesTo": "Bearing pad / beveled shim plate"
    }
  ],
  "notes": [
    "BEARING PAD =",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM",
    "B.F.P.P.R. ENDWALL"
  ],
  "labels": [
    "A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the bearing endwall area for Bent 1. It shows an endwall, beam, bearing, bearing pad, and beveled shim plate arrangement; Bent 4 is indicated as similar."
}

p12_r03Plan

  • Bearing×1Callout identifies bearing.

1″

crop

bent_1

page 12 · bent_1
Original
bent_1
{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular, hatched",
      "material": "",
      "count": 1,
      "note": "Shown at the end of the upper beam."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Called out at the bearing pad."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing location is called out; individual bearing geometry is not fully shown."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are visible."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "diagonal/angled",
      "material": "",
      "count": 1,
      "note": "Called out at the left end of the beams."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension at upper beam/bearing area",
      "value": "1″",
      "unit": "",
      "appliesTo": "beam / bearing pad area"
    }
  ],
  "notes": [
    "℄ BEARING PAD = ℄ BEVELED SHIM PLATE",
    "℄ BEARING",
    "℄ BEAM",
    "B.F.P.R. → ENDWALL"
  ],
  "labels": [
    "A",
    "A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the beam-end and bearing arrangement at Bent 1, with Bent 4 noted as similar. It shows three parallel beams adjacent to an angled endwall, with a bearing pad and beveled shim plate called out at the upper beam end."
}

bent_1Plan

  • bearingBearing location is called out; individual bearing geometry is not fully shown.

1″ vertical dimension at upper beam/bearing area

crop

p12_r01 plan of endwall and bearing assembly bent 1

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r01_plan_of_endwall_and_bearing_assembly_bent_1
Original
p12_r01 plan of endwall and bearing assembly bent 1
{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Called out with beveled shim plate."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular, beveled",
      "material": "",
      "count": null,
      "note": "Shown at bearing pad."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are visible."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "sloping linear",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "labels": [
    "B.F.P.R.",
    "ENDWALL",
    "PLAN",
    "A",
    "BEARING PAD =",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM"
  ],
  "description": "This crop shows a plan view of Bent 1, with Bent 4 noted as similar. It documents the beam ends at an endwall, including bearing pads, beveled shim plates, bearings, and Section A-A reference arrows."
}

p12_r01 plan of endwall and bearing assembly bent 1Plan

  • bearingrectangular

1” shim plate thickness

crop

p12_r03 skewed plan of bearing pad and endwall alignment

page 12 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p12_r03_skewed_plan_of_bearing_pad_and_endwall_alignment
Original
p12_r03 skewed plan of bearing pad and endwall alignment
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam outlines are shown."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Identified by a centerline callout."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Centerline is noted as equal to the beveled shim plate centerline."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown by dashed outlines at the beam end."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "skewed linear wall",
      "material": "",
      "count": 1,
      "note": "Labeled ENDWALL."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1″",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [
    "℄ BEARING PAD = ℄ BEVELED SHIM PLATE"
  ],
  "labels": [
    "B.F.P.R.",
    "A-A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the beam-end and endwall arrangement for Bent 1. It shows three parallel beams, bearing/shim-pad centerline information, and a skewed endwall; Bent 4 is stated to be similar."
}

p12_r03 skewed plan of bearing pad and endwall alignmentPlan

  • bearingIdentified by a centerline callout.

1″ shim plate thickness

Page 14

crop

bent_2_left

page 14 · bent_2_left
Original
bent_2_left
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in elevation below the plan; 44-421 at equal spaces is called out."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown in plan at six beam centerlines, two bearing locations per beam."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One below each column; footing plan/profile at right is marked typical."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two piles are visibly drawn below each footing; right-hand footing representation is typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I22",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-520",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I23",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-521",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-522 DBL",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs adjacent to both columns."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I21 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 1 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I20 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 2 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-420 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "16-920 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "smooth steel",
      "count": 6,
      "note": "Plan callout: 1 1/2 in. diameter smooth dowel bar, typical."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; callout states typical."
    }
  ],
  "measurements": [
    {
      "label": "cap plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, left",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, right",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical cap plan dimension",
      "value": "8'-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "2'-1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "bent-cap length at equal spaces",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "12-521"
    },
    {
      "label": "cap central reinforcement spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "central cap width",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "column 1 reinforcement spacing",
      "value": "12-1I21 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "column 2 reinforcement spacing",
      "value": "12-1I20 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "mechanical-coupler vertical dimensions",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "mechanical-coupler vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "concrete cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing plan width",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing pile offset",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "footing dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "1. SEE BRIDGE ... COLUMN AN...",
    "2. BARS 422",
    "3. EXTEND BA..."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "℄ BEARING",
    "℄ BENT",
    "STA. 17+81.35",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 2 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "* CONST. JT., TYP.",
    "PILE",
    "NOTES:",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM"
  ],
  "description": "This crop contains the plan and elevation for Bent 2 Left, looking ahead, with the elevation as the principal lower view. It shows a six-beam bent cap supported by two rectangular columns and two footings, together with visible pile, bearing, dowel, and reinforcement callouts. A partial notes block, partial pile detail, and the top of a substructure quantities table are also visible at the crop edges."
}

bent_2_leftElevation

  • bearing×12Shown in plan at six beam centerlines, two bearing locations per beam.

42'-6" cap plan overall length2'-3 3/8" cap plan end dimension, left2'-3 5/16" cap plan end dimension, right6'-0" beam centerline end spacing7'-7 1/2" beam centerline spacing7'-7/16" bearing spacing8'-20'-05.0" typical cap plan dimension2'-9 3/8" dimension at STA. 17+81.35+58 more

crop

p14_r01 plan of beam spacing at bent 2 left

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r01_plan_of_beam_spacing_at_bent_2_left
Original
p14_r01 plan of beam spacing at bent 2 left
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan at Bent 2 Left."
    },
    {
      "name": "bearing locations",
      "tag": "",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Two rows of bearing-location symbols are shown."
    },
    {
      "name": "beam centerlines",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified below the bent cap."
    },
    {
      "name": "bent centerline",
      "tag": "℄ BENT",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bearing centerlines",
      "tag": "℄ BEARING",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "smooth dowel bar holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical holes for smooth dowel bars are called out."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Distance from SR 21 WB = PGL reference line",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Left end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Right end offset",
      "value": "2'-3⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Local horizontal dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 17+81.35",
    "PLAN",
    "(BENT 2 LEFT)"
  ],
  "description": "This crop is a plan view for Bent 2 Left, showing a rectangular bent cap with six identified beam centerlines and two rows of bearing-location symbols. It documents the bent-cap layout, beam spacing, skew, station reference, bearing centerlines, and typical smooth-dowel-bar hole requirement."
}

p14_r01 plan of beam spacing at bent 2 leftPlan

  • bearing locations×12circular symbolsTwo rows of bearing-location symbols are shown.
  • bearing centerlines℄ BEARING×2line

81°-20'-05.0" Skew angle, typical22'-0" Distance from SR 21 WB = PGL reference line17+81.35 Station3" Dowel-bar hole diameter12" Dowel-bar hole depth1½" Smooth dowel bar diameter2'-3⅜" Left end offset7'-7¹⁄₁₆" Beam centerline spacing+9 more

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p14_r02 plan of beam spacing at bent 2 right

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r02_plan_of_beam_spacing_at_bent_2_right
Original
p14_r02 plan of beam spacing at bent 2 right
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan footprint shown with bearing locations."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 7 through C BEAM 12",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Centerlines only; the beams themselves are not drawn in this crop."
    },
    {
      "name": "bearing location",
      "tag": "C BEARING",
      "shape": "circular point symbol",
      "material": "",
      "count": 12,
      "note": "Two bearing locations are shown at each beam centerline."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Called out as formed holes, typical, at the bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "C SR 21 / SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "C SR 21 and C BENT"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "C BENT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "offset dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "C BENT / bearing layout"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "beam spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "C BEAM 7 to C BEAM 8"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "C BEAM 11 to C BEAM 12"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "overall bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "C SR 21",
    "SR 21 EB = PGL",
    "STA.17+74.65",
    "C BENT",
    "C BEARING",
    "PLAN",
    "(BENT 2 RIGHT)",
    "GDT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a plan view of Bent 2 Right, showing the rectangular bent-cap footprint and its relationship to the SR 21 eastbound profile grade line. It documents the centerlines for Beams 7 through 12, bearing locations, dowel-bar hole callout, skew, station, and bent-cap layout dimensions."
}

p14_r02 plan of beam spacing at bent 2 rightPlan

  • bearing locationC BEARING×12circular point symbolTwo bearing locations are shown at each beam centerline.

22'-0" horizontal dimension81°-20'-05.0" skew angle17+74.65 station81°-20'-05.0" skew angle3" dowel hole diameter12" dowel hole depth1 1/2" smooth dowel bar diameter2'-9 3/8" offset dimension+20 more

Page 15

crop

bent_3_left

page 15 · bent_3_left
Original
bent_3_left
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "℄ BENT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan above the elevation."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Bearing center symbols are shown at six beam lines, two per beam line."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "not shown; centerlines only",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are shown in plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel bars in formed holes."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1 and ℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Column 1 is detailed; Column 2 is shown schematically in the elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular, 13'-0\" square typical",
      "material": "",
      "count": 2,
      "note": "One footing is detailed below Column 1 and a typical footing is shown below Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile projections are visible below each footing representation."
    },
    {
      "name": "reinforcement bar",
      "tag": "44-431",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "At equal spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-531",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at 7 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-532 DBL",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Double bars; shown at 5 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "14-630",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Shown at 6 in. maximum spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-630",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-631",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "18-930",
      "shape": "",
      "material": "",
      "count": 18,
      "note": "At equal spacings."
    },
    {
      "name": "construction joint",
      "tag": "* CONST. JT.",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Typical construction joint is shown at the footing/column interface."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical at Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Offset from SR 21 WB = PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Station",
      "value": "STA. 18+63.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam-line end segment",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Bent plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dimension at bearing/dowel location",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bent cap minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Column/footing vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column spacing dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing bottom elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing width",
      "value": "13'-0\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column width, typical",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Column spacing, typical",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Pile projection/embedding dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Mechanical coupler dimensions",
      "value": "1'-0\" / 2'-0\" / 1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "14-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "12-531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "14-532 DBL"
    },
    {
      "label": "Angle",
      "value": "15°",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "PLAN",
    "(BENT 3 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "NOTES"
  ],
  "description": "This crop contains a plan of Bent 3 Left and an elevation looking ahead. It documents the bent-cap layout at six beam centerlines, bearing locations and dowel-bar provisions, together with two columns, typical footings/pile projections, elevations, reinforcement callouts, and a construction-joint note."
}

bent_3_leftElevation

  • bearing℄ BEARING×12circular symbolsBearing center symbols are shown at six beam lines, two per beam line.

81°-20'-05.0" Angle81°-20'-05.0" Angle22'-0" Offset from SR 21 WB = PGLSTA. 18+63.35 Station3" Dowel hole diameter12" Dowel hole depth1 1/2" Smooth dowel bar diameter11 1/2" Bent plan width segment+54 more

crop

bent_3_right

page 15 · bent_3_right
Original
bent_3_right
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular cap",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in both the Bent 3 Right plan and elevation."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "bearing locations shown as circular symbols on centerline",
      "material": "",
      "count": 6,
      "note": "Located at C BEAM 7 through C BEAM 12 in the plan."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Callout specifies holes for 1 1/2 inch diameter smooth dowel bars."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile ends are visibly shown below the two footings in the elevation; the pile connection detail is also shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1132, 530, 1133, 531, 532, 1131, 1130",
      "shape": "bar reinforcement",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts are shown at the bent cap and Column 3."
    },
    {
      "name": "pile connection reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in the PILE CONNECTION DETAIL."
    }
  ],
  "measurements": [
    {
      "label": "skew/alignment angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "C SR 21 / SR 21 EB = PGL"
    },
    {
      "label": "dimension",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": "C SR 21 to SR 21 EB = PGL"
    },
    {
      "label": "station",
      "value": "STA. 18+56.65",
      "unit": "",
      "appliesTo": "Bent 3 Right"
    },
    {
      "label": "overall bent-cap plan length",
      "value": "42'-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end spacing",
      "value": "2'-3 5/16”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "end spacing",
      "value": "6'-0”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "cap plan width segment",
      "value": "1'-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "2'-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall cap plan width",
      "value": "4'-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "bearing/cap minimum depth",
      "value": "4'-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.60",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.35",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.79",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.20",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.06",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.51",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.88",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "typical footing elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1131 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "end cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent-cap reinforcement"
    },
    {
      "label": "dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "column/cap dimension",
      "value": "8'-9”",
      "unit": "",
      "appliesTo": "each outer cap segment"
    },
    {
      "label": "column spacing",
      "value": "25'-0”",
      "unit": "",
      "appliesTo": "C COLUMN 3 to C COLUMN 4"
    },
    {
      "label": "pile connection angle",
      "value": "5°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "24”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "bar extension",
      "value": "3'-9”",
      "unit": "",
      "appliesTo": "BARS 1131A into cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "all piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "drawing scale",
      "value": "1/4” = 1'-0”",
      "unit": "",
      "appliesTo": "sheet"
    }
  ],
  "notes": [
    "…E BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS. [partial at left crop edge]",
    "…RS 432 NOT SHOWN. [partial at left crop edge]",
    "…TEND BARS 1131A 3'-9” INTO CAP. [partial at left crop edge]",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "C SR 21",
    "SR 21 EB = PGL",
    "C BENT",
    "C BEARING",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "A",
    "B",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "PLAN DRIVING OBJECTIVE",
    "BRIDGE NO.1 LT. AND RT.",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "SCALE: 1/4” = 1'-0” (UNLESS OTHERWISE NOTED)",
    "MAY 2025"
  ],
  "description": "This crop documents Intermediate Bent 3 Right, with a plan of the bent cap and an elevation looking ahead. The elevation shows the cap supported by Columns 3 and 4 on separate footings with steel H-piles, and the crop also includes a pile connection detail and pile driving notes."
}

bent_3_rightElevation

  • bearing×6bearing locations shown as circular symbols on centerlineLocated at C BEAM 7 through C BEAM 12 in the plan.

81°-20'-05.0” skew/alignment angle22'-0” dimensionSTA. 18+56.65 station42'-6” overall bent-cap plan length2'-3 5/16” end spacing7'-7 1/16” beam spacing6'-0” end spacing7'-7 1/2” beam spacing+58 more

crop

p15_r01 plan of bent 3 left beam spacing

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r01_plan_of_bent_3_left_beam_spacing
Original
p15_r01 plan of bent 3 left beam spacing
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan identified as BENT 3 LEFT; centerline of bent is shown."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": 12,
      "note": "Bearing centerline callout shown; two bearing rows at six beam centerlines."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by skewed beam centerlines only."
    },
    {
      "name": "dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical formed hole called out for smooth dowel bar."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Specified in the typical formed-hole callout."
    }
  ],
  "measurements": [
    {
      "label": "roadway/profile alignment to bent reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "skew angle, typical",
      "value": "8°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bearing/beam layout"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "top edge to upper bearing row",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "upper bearing row to bent centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "upper bearing row to lower bearing row",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bearings"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "lower bearing row to bent centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "lower bearing row to bottom edge",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing/beam offset at left end",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6; 5 places shown"
    },
    {
      "label": "bearing/beam offset at right end",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap; both ends shown"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6; 4 places shown"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "local horizontal dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "near BEAM 5"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "℄ BEARING",
    "℄ BENT",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 3 LEFT)"
  ],
  "description": "This crop is a plan view of the left bent at Bent 3. It shows a rectangular bent cap with two rows of bearing locations aligned to six skewed beam centerlines, together with cap dimensions, beam spacing, stationing, and a typical dowel-bar hole callout."
}

p15_r01 plan of bent 3 left beam spacingPlan

  • bearing×12circular symbolBearing centerline callout shown; two bearing rows at six beam centerlines.

22'-0" roadway/profile alignment to bent reference18+63.35 station8°-20'-05.0" skew angle, typical3" dowel-bar hole diameter12" dowel-bar hole depth1 1/2" smooth dowel bar diameter11 1/2" top edge to upper bearing row1'-2" upper bearing row to bent centerline+11 more

crop

p15_r02 plan of bent 3 right beam spacing

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r02_plan_of_bent_3_right_beam_spacing
Original
p15_r02 plan of bent 3 right beam spacing
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan view labeled ℄ BENT."
    },
    {
      "name": "beam",
      "tag": "BEAM 7–BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by six skewed beam centerlines."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "circular location",
      "material": "",
      "count": 12,
      "note": "Bearing centerline locations are shown in two rows."
    },
    {
      "name": "formed dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Typical 3 in. diameter, 12 in. deep holes are indicated at bearing locations."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 1/2 in. diameter, typical."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between skewed reference lines"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 / bent geometry"
    },
    {
      "label": "station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "typical bent geometry"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed dowel-bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent / bearing layout"
    },
    {
      "label": "spacing",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "left end of bent cap to beam layout"
    },
    {
      "label": "spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "right end of bent cap to beam layout"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "overall dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 18+56.65",
    "PLAN",
    "(BENT 3 RIGHT)",
    "A1",
    "B1",
    "44-431 AT EQ. SPS. (partial/unclear)"
  ],
  "description": "This crop is a plan view titled PLAN (BENT 3 RIGHT), showing a rectangular bent cap laid out skew to SR 21 EB = PGL at STA. 18+56.65. It documents the bent, bearing and beam centerline arrangement for BEAM 7 through BEAM 12, including typical formed holes for smooth dowel bars."
}

p15_r02 plan of bent 3 right beam spacingPlan

  • bearing×12circular locationBearing centerline locations are shown in two rows.

22'-0" dimension81°-20'-05.0" skew angle18+56.65 station81°-20'-05.0" skew angle3" dowel-bar hole diameter12" dowel-bar hole depth1 1/2" smooth dowel bar diameter2'-9 3/8" dimension+13 more

Page 17

crop

bent_4_left

page 17 · bent_4_left
Original
bent_4_left
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Left."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Bearing locations are identified by C BRG. and C BEAM 1 through C BEAM 6."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Vertical piles are shown below the bent cap in the elevation; callout states reinforcement is over each pile."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular hole / dowel location",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel in formed holes, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces, typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At equal spaces."
    }
  ],
  "measurements": [
    {
      "label": "overall bent-cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 6"
    },
    {
      "label": "end plan dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "plan dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap plan width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "C BRG."
    },
    {
      "label": "bearing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical dowel offset",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "alignment dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "right-end plan dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel-hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "smooth-dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "STA."
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left end elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left underside elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right underside elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "left end elevation dimension",
      "value": "2'-10 7/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right end elevation dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam spacing in elevation",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "4-440 OVER EACH PILE",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "C BRG.",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "PLAN",
    "(BENT 4 LEFT)",
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)",
    "A",
    "B"
  ],
  "description": "This crop contains a plan and an elevation detail for Bent 4 Left, rather than a single elevation only. It documents the 44'-1 1/16\" long bent cap, six bearing/beam locations, six piles below the cap, elevations, dimensions, dowel holes, and reinforcing callouts."
}

bent_4_leftDetail

  • bearing×6rectangularBearing locations are identified by C BRG. and C BEAM 1 through C BEAM 6.

44'-1 1/16" overall bent-cap length7'-7 1/16" beam spacing3'-0 7/8" end plan dimension6'-10 1/2" plan dimension7'-7" plan dimension6'-10 9/16" plan dimension3'-0" bent-cap plan width1'-6" bearing dimension+27 more

crop

bent_4_right

page 17 · bent_4_right
Original
bent_4_right
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular, tapered/sloped in elevation",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Right."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Visible as six paired pile locations beneath the footing in elevation."
    },
    {
      "name": "Bearing/support locations",
      "tag": "℄ BEAM 7 through ℄ BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six locations are shown along the footing/cap line."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical; quantity is not stated."
    },
    {
      "name": "Reinforcement bars",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out over each pile."
    },
    {
      "name": "Reinforcement bars",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at left end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at right end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": 7,
      "note": "Callout states at equal spaces and typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Plan offset dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Typical beam layout"
    },
    {
      "label": "Plan width dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "Footing, left segment"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "Footing, right segment"
    },
    {
      "label": "Overall plan length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "Footing top, left"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, typical"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, left end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, right end"
    },
    {
      "label": "Elevation left end segment",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation right end segment",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Overall elevation length",
      "value": "44'-1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "B.F.P.R.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "AT EQ. SPS. TYP. EA. BAY",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)",
    "NOTES:",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains a plan at the top and an elevation at the bottom for Bent 4 Right, although the primary view title shown first is PLAN. It documents a long rectangular footing with six paired pile locations associated with beam centerlines 7 through 12, plus footing geometry, elevations, reinforcement callouts, and dowel-hole information. Detail references direct the reader to Bridge Sheet 16 for the end conditions."
}

bent_4_rightPlan

  • Bearing/support locations℄ BEAM 7 through ℄ BEAM 12×6rectangularSix locations are shown along the footing/cap line.

22'-0" Plan offset dimension81°-20'-05.0" Skew angle19+15.00 Station19+11.65 Station81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle5'-4¾" Plan width dimension3'-0⅞" Plan end dimension+43 more