Matched toPile Capbridge.foundation_system.deep_foundation.pile_capcheckon “Pile cap/footing”
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| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| LengthL | m/mm | 13'-0" | p16 · p16_r02 |
| WidthW | m/mm | 13'-0" | p16 · p16_r02 |
| ThicknessT | m/mm | no reading by that name | |
| Instance CountN | count | no reading by that name | |
| Concrete Gradefck | — | no reading by that name | |
| Top LevelTOL | m | no reading by that name |
Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.
How the sheets named it
Every dimension read for it12
- 2'-0" ft-inQuantity basis addition to plan footing dimensionsp2 · p02_r17 notes
- 16-920 AT EQ. SPS.Footing bar countp14 · p14_r02 title block
- 12-420 AT EQ. SPS.Footing bar countp14 · p14_r02 title block
- 151.00 ft, TYP.Elevation footing bottomp14 · p14_r02
- 3/8" = 1'-0"scalep16 · p16_r02 footing plan bent 3
- 13'-0"Footing overall widthp16 · p16_r02
- 13'-0"Footing overall lengthp16 · p16_r02
- 1'-3"Edge distancep16 · p16_r02
- 5'-3"Pile spacingp16 · p16_r02
- 3/8" = 1'-0"Scalep16 · p16_r02
- 11'-6" ft-inOverall widthp16 · p16_r05
- 11'-6" ft-inOverall lengthp16 · p16_r05
Notes on the sheets that carry it
- p2FOUNDATION BACKFILL MATERIAL - PLACE 1'-0" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.
- p2PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.
- p2SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.
- p2EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING.
- p2EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.
- p14SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p14BARS 422 NOT SHOWN.
- p14EXTEND BARS 1121A 3'-6" INTO CAP.
- p14REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
- p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
- p14ALL PILES SHALL BE STEEL H, HP 12 X 53.
- p14PLAN DRIVING OBJECTIVE: ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED.
- p14ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED.
- p162" MIN. CL., TYP.
- p162" CL., 3 SIDES
- p165-414 EA. FACE AT EQ. SPS.
- p165-444 EA. FACE AT EQ. SPS.
- p16AHEAD (direction arrow in footing plan)
- p165-422 OR 5-432 EACH FACE
- p162-520 OR 2-530
- p168-1121 OR 8-1131
- p1644-421 OR 44-431
- p16522 OR 532
- p168-1123 OR 8-1133
- p172" MIN. CL.
- p171'-0" TYP.
- p172'-0" MIN.
- p18THIS "AS-BUILT FOUNDATION INFORMATION" SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION.
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r17 notesNotes
- footingReferenced at Bents 2 and (an unreadable additional bent number) as location for foundation backfill placement
1'-0" ft-in Foundation backfill material thickness2'-0" ft-in Quantity basis addition to plan footing dimensions
p02_r16Notes
- pedestal footingReferenced as alternate reference point for coating extent
2 FT Coating extension5 FT Coating extension
Page 14
p14_r02 title blockElevation
- footing×2rectangular/square (11'-6" SQUARE TYP.)reinforced concreteOne footing shown fully under left bent, another partially under right bent
185.78 ft Bent cap top elevation185.23 ft Bent cap top elevation185.96 ft Bent cap top elevation185.41 ft Bent cap top elevation186.10 ft Bent cap top elevation185.55 ft Bent cap top elevation186.24 ft Bent cap top elevation185.70 ft Bent cap top elevation+68 more
p14_r02Elevation
- Footing×2square (11'-6" SQUARE TYP.)reinforced concreteOne footing shown fully under Column 1 with reinforcement 16-920 bars; adjacent footing shown partially with construction joint dimensions
44-421 Span between column centers185.78 ft Elevation top of cap (BK)185.23 ft Elevation top of cap (AH)185.96 ft Elevation top of cap (BK)185.41 ft Elevation top of cap (AH)186.10 ft Elevation top of cap (BK)185.55 ft Elevation top of cap (AH)186.24 ft Elevation top of cap (BK)+59 more
Page 16
p16_r02 footing plan bent 3Detail
- FootingFOOTING PLAN - BENT 3×1rectangularreinforced concretePlan view of footing at Bent 3 showing pile locations and column centerline
4'-3" ft-in width2'-1 1/2" ft-in spacing11 1/2" in spacing1'-2" ft-in spacing4'-0" ft height9" in depth2" in clearance2" in clearance+13 more
p16_r05 footing plan bent 2Plan
- FootingBENT 2×1rectangularreinforced concreteSquare footing plan, 11'-6" x 11'-6", shown with centerline grid for piles and column
11'-6" ft-in Overall width11'-6" ft-in Overall length1'-3" ft-in Edge to pile row (top)4'-6" ft-in Pile spacing (horizontal)4'-6" ft-in Pile spacing (horizontal)1'-3" ft-in Edge to pile row (bottom)1'-3" ft-in Edge to pile row (left)4'-6" ft-in Pile spacing (vertical)+3 more
p16_r02Detail
- FootingBent 3×1rectangularreinforced concrete13'-0" x 13'-0" footing plan with column centerline shown
4'-3" Width2'-1 1/2" Half width to centerline bent11 1/2" Segment1'-2" Segment2" Clear cover4'-0" MIN. Height9" Bottom segment2" Clear cover+13 more
p16_r05Plan
- pile cap/footing×1rectangularreinforced concreteFooting for Bent 2, 11'-6" x 11'-6" square plan
11'-6" ft-in Overall width11'-6" ft-in Overall length1'-3" ft-in Edge distance (top, left)4'-6" ft-in Pile spacing (top)4'-6" ft-in Pile spacing (top)1'-3" ft-in Edge distance (top, right)1'-3" ft-in Edge distance (left, top)4'-6" ft-in Pile spacing (left)+3 more
Page 17
p17_r06Section
- Concrete cap/footing section×1rectangularreinforced concreteShown in cross-section with a narrower rectangular stem or column projecting downward through a break line, suggesting this cap sits atop a pier/column stem.
3'-0" ft-in Overall width1'-6" ft-in Half width (left)1'-6" ft-in Half width (right)1'-6" ft-in Half width bottom (left)1'-6" ft-in Half width bottom (right)2'-0" ft-in Overall height (min.)2" in Top clearance2" in Side clearance+2 more
Page 18
p18_r02 footing layoutPlan
- FootingFOOTING 1×1rectangular (skewed)reinforced concretePart of Bent 3 Left, contains piles numbered 1-6
- FootingFOOTING 2×1rectangular (skewed)reinforced concretePart of Bent 3 Left, contains piles numbered 7-12
- FootingFOOTING 3×1rectangular (skewed)reinforced concretePart of Bent 3 Right, contains piles numbered 1-6
- FootingFOOTING 4×1rectangular (skewed)reinforced concretePart of Bent 3 Right, contains piles numbered 7-12
- Pile cap / footingBENT 4 LEFT×1tapered/trapezoidal, skewedreinforced concreteLong skewed footing with beam centerlines 1-6, no explicit footing tag printed
- Pile cap / footingBENT 4 RIGHT×1tapered/trapezoidal, skewedreinforced concreteLong skewed footing with beam centerlines 7-12, no explicit footing tag printed
p18_r03 footing 1Plan
- FootingFOOTING 1×1rectangularreinforced concreteShown as a rotated rectangle in plan view
p18_r04 footing 2Plan
- footingFOOTING 2×1rectangular (skewed/rotated)reinforced concretePlan view of footing shown as a rotated rectangle with a centerline running through it
p18_r05 footing 3Plan
- FootingFOOTING 3×1rectangular (skewed)reinforced concreteShown as a rotated rectangle in plan with a centerline through it
p18_r06 footing 4Plan
- footingFOOTING 4×1rectangular (skewed/rotated)Shown as a rotated square/rectangle with a centerline dashed line through it
p18_r07 title blockSchedule
- FootingFooting 1×3Appears in Bent 2 Left and Bent 3 Left tables
- FootingFooting 2×3Appears in Bent 2 Left and Bent 3 Left tables
- FootingFooting 3×1Bent 2 Right table
- FootingFooting 4×1Bent 2 Right table
p18_r02Plan
- FootingFOOTING 1×1rectangularreinforced concreteShown in BENT 3 LEFT plan with 6 piles numbered 1-6
- FootingFOOTING 2×1rectangularreinforced concreteShown in BENT 3 LEFT plan with 6 piles numbered 7-12
- FootingFOOTING 3×1rectangularreinforced concreteShown in BENT 3 RIGHT plan with 6 piles numbered 1-6; also listed in pile schedule table
- FootingFOOTING 4×1rectangularreinforced concreteShown in BENT 3 RIGHT plan with 6 piles numbered 7-12; also listed in pile schedule table
- Bent cap/FootingBent 4 Left×1tapered/rectangularreinforced concreteElongated skewed footing shown with beam centerlines 1-6
- Bent cap/FootingBent 4 Right×1tapered/rectangularreinforced concreteElongated skewed footing shown with beam centerlines 7-12
- Footing×1rectangular (in elevation)reinforced concreteGeneric 'FOOTING LAYOUT' detail showing footing in cross-section with two piles and bottom of footing elevation callout
p18_r03Plan
- FootingFOOTING 1×1rectangularreinforced concreteShown skewed relative to page orientation, with centerline of Bent 2 passing through it
p18_r04Plan
- footingFOOTING 2×1rectangular (skewed/rotated)reinforced concretePlan view of pile footing, rotated relative to sheet orientation, with a centerline running through it
p18_r05Plan
- footingFOOTING 3×1rectangularShown with six pile locations (marked with H symbols) numbered 1-6; a centerline/reference line runs diagonally through the footing near piles 2 and 5.
p18_r06Plan
- footingFOOTING 4×1rectangularreinforced concreteShown as a rotated square/rectangle in plan with a centerline dashed axis through it
p18_r07Table
- FootingFOOTING 1×2Appears under both 2 LEFT and 3 LEFT bent tables
- FootingFOOTING 2×2Appears under both 2 LEFT and 3 LEFT bent tables
- FootingFOOTING 3×1Under 2 RIGHT bent table
- FootingFOOTING 4×1Under 2 RIGHT bent table