Matched toPier Capbridge.substructure.pier_system.pier_capon “Bent Cap”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | 42'-6" (BENT 2 LEFT/RIGHT and BENT 3 LEFT/RIGHT); 44'-1 1/16" (BENT 1 and BENT 4 LEFT/RIGHT) ft-inThe drawings show two bent-cap length families. BENT 2 and BENT 3 plans directly state an overall bent-cap length of 42'-6". BENT 1 directly states an overall dimension of 44'-1 1/16", and BENT 4 directly states an overall width of 44'-1 1/16" across the cap plan; this is the cap's long overall plan dimension. | read | p13 · p13_r01 title blockp14 · p14_r01 planp15 · p15_r01p17 · p17_r01 |
| WidthWwants m/mm | 4'-3" (intermediate bent caps: BENT 2 LEFT/RIGHT and BENT 3 LEFT/RIGHT); 4'-0 7/16" end width (BENT 1) ft-inBENT 2 plans explicitly label the bent-cap width as 4'-3", confirmed by the overall cap-width dimensions in the bent-cap sections. BENT 1 has a separately labeled end-width dimension of 4'-0 7/16". The readings do not establish that the end-bent cap width is identical to the intermediate bent-cap width. | read | p13 · p13_r01 title blockp14 · p14_r01 planp16 · p16_r01 section a ap16 · p16_r02 |
| ThicknessTwants m/mm | 4'-0" MIN. (intermediate bent caps); 2'-0" MIN. (end-bent CAP detail) ft-inIntermediate bent-cap elevations and sections directly specify a minimum cap depth of 4'-0". The end-bent-and-wall CAP detail directly specifies a minimum vertical cap dimension of 2'-0". These are distinct cap configurations, so both stated thicknesses are retained. | read | p14 · p14_r02 title blockp15 · p15_r02 title blockp16 · p16_r01 section a ap13 · p13_r05 2 0 minp17 · p17_r05 2 0 min |
| Instance CountNwants count | 8 count2 BENT 1 caps + 2 BENT 2 caps + 2 BENT 3 caps + 2 BENT 4 caps = 8 bent caps.Each of BENT 1, BENT 2, BENT 3, and BENT 4 is shown as a left and a right bent cap, giving two instances per bent designation. | derived | p13 · p13_r01 title blockp14 · p14_r01 planp15 · p15_r02 title blockp17 · p17_r01 |
| Concrete Gradefck | not establishedThe readings identify certain bent caps as reinforced concrete but do not state a concrete strength class, compressive strength, or concrete grade for the caps. | not found |
Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.
How the sheets named it
Every dimension read for it201
- 81°-20'-05.0"Skew anglep13 · p13_r01 title block
- 22'-0"Dimensionp13 · p13_r01 title block
- 1'-6"Dimensionp13 · p13_r01 title block
- 3'-0"Dimensionp13 · p13_r01 title block
- 5'-4 3/4"Dimensionp13 · p13_r01 title block
- 2'-9 3/8"Dimensionp13 · p13_r01 title block
- 2'-3/4"Typical dimensionp13 · p13_r01 title block
- 3'-0 7/8"End dimensionp13 · p13_r01 title block
- 6'-10 1/2"End dimensionp13 · p13_r01 title block
- 6'-10 9/16"End dimensionp13 · p13_r01 title block
- 44'-1 1/16"Overall dimensionp13 · p13_r01 title block
- 4'-0 7/16"End width dimensionp13 · p13_r01 title block
- 6'-0"minimum horizontal distance from B.F.P.R. reference to wall referencenot attributedp13 · p13_r05 2 0 min
- 3'-0"horizontal cap dimensionp13 · p13_r05 2 0 min
- 2'-0"minimum vertical cap dimensionp13 · p13_r05 2 0 min
- 6'-0" MIN.minimum horizontal dimensionnot attributedp13 · p13_r05
- 3'-0"horizontal dimensionp13 · p13_r05
- 2'-0" MIN.minimum vertical dimensionp13 · p13_r05
- 44-421cap reinforcement spacingp14 · p14_r02 title block
- 4'-0"minimum cap depthp14 · p14_r02 title block
- 8-1122bar quantityp14 · p14_r02 title block
- 2-520bar quantityp14 · p14_r02 title block
- 8-1123bar quantityp14 · p14_r02 title block
- EL. 181.25elevationp14 · p14_r02 title block
- EL. 181.11elevationp14 · p14_r02 title block
- EL. 181.32elevationp14 · p14_r02 title block
- EL. 181.73elevationp14 · p14_r02 title block
- EL. 181.80elevationp14 · p14_r02 title block
- EL. 181.93elevationp14 · p14_r02 title block
- EL. 181.84elevationp14 · p14_r02 title block
- EL. 181.68elevationp14 · p14_r02 title block
- 25-521 AT EQ. SPS.bar quantity and spacingp14 · p14_r02 title block
- 25'-0"dimensionp14 · p14_r02 title block
- 8"dimensionp14 · p14_r02 title block
- 44-#21 AT EQ. SPS.reinforcement spacing and quantityp14 · p14_r03 title block
- 4'-0"minimum depthp14 · p14_r03 title block
- 8-#22reinforcement quantityp14 · p14_r03 title block
- 2-#20reinforcement quantityp14 · p14_r03 title block
- EL. 181.84elevationp14 · p14_r03 title block
- EL. 181.68elevationp14 · p14_r03 title block
- EL. 181.61elevationp14 · p14_r03 title block
- EL. 181.13elevationp14 · p14_r03 title block
- EL. 181.05elevationp14 · p14_r03 title block
- EL. 180.90elevationp14 · p14_r03 title block
- 3½"cover/offsetp14 · p14_r03 title block
- 8'-9"cap end lengthp14 · p14_r03 title block
- 25'-0"cap length between indicated pointsp14 · p14_r03 title block
- 8'-9"cap end lengthp14 · p14_r03 title block
- 44-421cap reinforcement spacingp14 · p14_r02
- 4'-10"minimum cap depthp14 · p14_r02
- 25'-0"cap/column horizontal dimensionp14 · p14_r02
- EL. 185.78 (BK)elevationp14 · p14_r02
- EL. 185.23 (AH)elevationp14 · p14_r02
- EL. 185.96 (BK)elevationp14 · p14_r02
- EL. 185.41 (AH)elevationp14 · p14_r02
- EL. 186.10 (BK)elevationp14 · p14_r02
- EL. 185.55 (AH)elevationp14 · p14_r02
- EL. 186.24 (BK)elevationp14 · p14_r02
- EL. 185.70 (AH)elevationp14 · p14_r02
- EL. 186.38 (BK)elevationp14 · p14_r02
- EL. 185.84 (AH)elevationp14 · p14_r02
- EL. 186.49 (BK)elevationp14 · p14_r02
- EL. 185.93 (AH)elevationp14 · p14_r02
- EL. 181.93elevationp14 · p14_r02
- 44-#21cap reinforcement spacingp14 · p14_r03
- 4'-0"cap depthp14 · p14_r03
- MIN.minimum cap depthp14 · p14_r03
- EL. 186.42elevation (BK)p14 · p14_r03
- EL. 185.84elevation (AH)p14 · p14_r03
- EL. 186.29elevation (BK)p14 · p14_r03
- EL. 185.75elevation (AH)p14 · p14_r03
- EL. 186.12elevation (BK)p14 · p14_r03
- EL. 185.58elevation (AH)p14 · p14_r03
- EL. 185.94elevation (BK)p14 · p14_r03
- EL. 185.42elevation (AH)p14 · p14_r03
- EL. 185.77elevation (BK)p14 · p14_r03
- EL. 185.26elevation (AH)p14 · p14_r03
- EL. 185.61elevation (BK)p14 · p14_r03
- EL. 185.03elevation (AH)p14 · p14_r03
- EL. 181.84elevationp14 · p14_r03
- EL. 181.68elevationp14 · p14_r03
- EL. 181.61elevationp14 · p14_r03
- EL. 181.13elevationp14 · p14_r03
- EL. 181.05elevationp14 · p14_r03
- EL. 180.90elevationp14 · p14_r03
- 8'-9"outer cap segment lengthp14 · p14_r03
- 25'-0"center cap segment lengthp14 · p14_r03
- 3½"horizontal dimensionp14 · p14_r03
- 44-431 AT EQ. SPS.Cap reinforcingp15 · p15_r02 title block
- 8-1132Cap reinforcingp15 · p15_r02 title block
- 2-530Cap reinforcingp15 · p15_r02 title block
- 8-1133Cap reinforcingp15 · p15_r02 title block
- 4'-0" MIN.Cap depthp15 · p15_r02 title block
- 25'-0"Cap length between indicated column regionsp15 · p15_r02 title block
- 8'-9"End dimensionp15 · p15_r02 title block
- EL. 185.79 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.24 (BK)Cap elevationp15 · p15_r02 title block
- EL. 185.98 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.47 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.14 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.60 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.30 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.75 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.46 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.91 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.58 (AH)Cap elevationp15 · p15_r02 title block
- EL. 186.03 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.60 (AH)Cap elevationp15 · p15_r02 title block
- EL. 186.04 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.49 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.94 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.35 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.79 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.20 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.65 (BK)Cap elevationp15 · p15_r02 title block
- EL. 186.06 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.51 (BK)Cap elevationp15 · p15_r02 title block
- EL. 185.88 (AH)Cap elevationp15 · p15_r02 title block
- EL. 185.32 (BK)Cap elevationp15 · p15_r02 title block
- EL. 181.26Cap underside elevationp15 · p15_r02 title block
- EL. 181.11Cap underside elevationp15 · p15_r02 title block
- EL. 181.34Cap underside elevationp15 · p15_r02 title block
- EL. 181.80Cap underside elevationp15 · p15_r02 title block
- EL. 181.88Cap underside elevationp15 · p15_r02 title block
- EL. 182.03Cap underside elevationp15 · p15_r02 title block
- EL. 182.04Cap underside elevationp15 · p15_r02 title block
- EL. 181.90Cap underside elevationp15 · p15_r02 title block
- EL. 181.83Cap underside elevationp15 · p15_r02 title block
- EL. 181.41Cap underside elevationp15 · p15_r02 title block
- EL. 181.34Cap underside elevationp15 · p15_r02 title block
- EL. 181.20Cap underside elevationp15 · p15_r02 title block
- 18+63.35stationp15 · p15_r01
- 18+56.65stationp15 · p15_r01
- 81°-20'-05.0"skew anglep15 · p15_r01
- 81°-20'-05.0"skew anglep15 · p15_r01
- 42'-6"overall bent-cap lengthp15 · p15_r01
- 42'-6"overall bent-cap lengthp15 · p15_r01
- 6'-0"end dimensionp15 · p15_r01
- 7'-7½"beam spacingp15 · p15_r01
- 6'-0"end dimensionp15 · p15_r01
- 6'-0"end dimensionp15 · p15_r01
- 7'-7½"beam spacingp15 · p15_r01
- 6'-0"end dimensionp15 · p15_r01
- 2'-3⅜"left end offsetp15 · p15_r01
- 7'-7 1/16"beam centerline spacingp15 · p15_r01
- 2'-3 5/16"right end offsetp15 · p15_r01
- 2'-3 5/16"left end offsetp15 · p15_r01
- 7'-7 1/16"beam centerline spacingp15 · p15_r01
- 2'-3⅜"right end offsetp15 · p15_r01
- 1'-9⅜"offset dimensionp15 · p15_r01
- 1'-9⅜"offset dimensionp15 · p15_r01
- 1'-2"vertical dimensionp15 · p15_r01
- 2'-1½"vertical dimensionp15 · p15_r01
- 4'-3"vertical dimensionp15 · p15_r01
- 1'-2"vertical dimensionp15 · p15_r01
- 2'-1½"vertical dimensionp15 · p15_r01
- 1'-2"vertical dimensionp15 · p15_r01
- 2'-1½"vertical dimensionp15 · p15_r01
- 4'-3"vertical dimensionp15 · p15_r01
- 1'-2"vertical dimensionp15 · p15_r01
- 2'-1½"vertical dimensionp15 · p15_r01
- 4'-3"overall cap widthp16 · p16_r01 section a a
- 2'-1 1/2"CL BENT to left cap edgep16 · p16_r01 section a a
- 2'-1 1/2"CL BENT to right cap edgep16 · p16_r01 section a a
- 4'-0" MIN.minimum cap depthp16 · p16_r01 section a a
- 9"bottom dimensionp16 · p16_r01 section a a
- 4'-3"overall width at SECTION B-Bp16 · p16_r02
- 2'-1½"centerline-to-centerline widthp16 · p16_r02
- 2'-1½"centerline-to-centerline widthp16 · p16_r02
- 11½"bearing offsetp16 · p16_r02
- 1'-2"intermediate spacingp16 · p16_r02
- 1'-2"intermediate spacingp16 · p16_r02
- 11½"bearing offsetp16 · p16_r02
- 4'-0" MIN.minimum depthp16 · p16_r02
- 9"bottom cover/depth dimensionp16 · p16_r02
- 5-422 OR 5-432reinforcement quantityp16 · p16_r02
- 2-520 OR 2-530reinforcement quantityp16 · p16_r02
- 8-I121 OR 8-I131reinforcement quantityp16 · p16_r02
- 44-421 OR 44-431reinforcement quantityp16 · p16_r02
- 8-I123 OR 8-I133reinforcement quantityp16 · p16_r02
- 3'-0"horizontal cap dimensionp17 · p17_r05 2 0 min
- 2'-0" MIN.minimum vertical cap dimensionp17 · p17_r05 2 0 min
- 1'-6"dimensionp17 · p17_r01
- 1'-6"dimensionp17 · p17_r01
- 1'-6"dimensionp17 · p17_r01
- 1'-6"dimensionp17 · p17_r01
- 3'-0"dimensionp17 · p17_r01
- 3'-0"dimensionp17 · p17_r01
- 2'-9⅜"dimensionp17 · p17_r01
- 2'-9⅜"dimensionp17 · p17_r01
- 5'-4¾"dimensionp17 · p17_r01
- 5'-4¾"dimensionp17 · p17_r01
- 6'-10½"end offsetp17 · p17_r01
- 6'-10⁹⁄₁₆"end offsetp17 · p17_r01
- 44'-1¹⁄₁₆"overall widthp17 · p17_r01
- 6'-10½"end offsetp17 · p17_r01
- 6'-10⁹⁄₁₆"end offsetp17 · p17_r01
- 44'-1¹⁄₁₆"overall widthp17 · p17_r01
- 6'-0" MIN.minimum horizontal dimension from B.F.P.R. referencenot attributedp17 · p17_r05
- 3'-0"horizontal cap dimensionp17 · p17_r05
- 2'-0" MIN.minimum vertical cap dimensionp17 · p17_r05
Notes on the sheets that carry it
- p7FENCE NOT SHOWN, TYP.
- p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
- p7NOTE: BEARING PADS NOT SHOWN
- p9DO NOT REMOVE EDGE BEAM FORMS (partial)
- p13SEE DETAIL 1 BRIDGE SHEET 16
- p13FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL, TYP.
- p13SEE DETAIL 2 BRIDGE SHEET 16
- p13BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+28.00
- p14FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.
- p14NOTES:
- p141. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p142. BARS 422 NOT SHOWN.
- p143. EXTEND BARS 1121A 3'-6" INTO CAP.
- p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
- p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
- p14"I6 FOR CAP, SECTIONS." (partial text at left crop edge)
- p14"-6” INTO CAP." (partial text at left crop edge)
- p14", TYP." (partial text at lower-left crop edge)
- p14"ER HOLES" (partial text at lower-left crop edge)
- p14FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.
- p141. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.
- p1444-#21 AT EQ. SPS.
- p1411 SPS. AT 7"
- p1412-#21 SERIES
- p146 SPS AT 5"
- p1414-#22 DBL
- p1425-#21 AT EQ. SPS.
- p14EL. 151.00, TYP.
- p152. BARS 432 NOT SHOWN.
- p153. EXTEND BARS 131A 3'-9" INTO CAP.
- p15* REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p15MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.
- p15PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.
- p151. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING DETAILS.
- p15MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.
- p15* CONST. JT., TYP.
- p15PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 220 KIPS.
- p15ALL PILES SHALL BE STEEL H-PILES HP 12 X 53. partial
- p162" MIN. CL., TYP.
Every crop it was read in — the drawing beside what the model took off it
Page 7
p07_r06Cross Section
- cap beam×1stepped rectangularContinuous support member is shown beneath the girder bearing locations.
8" deck/edge thickness8'-4" spacing2" offset2" offset2% slope
Page 9
p09_r06 face of beam typCross Section
- support cap×1stepped rectangular capContinuous support below the girder bearing locations; only the upper portion is shown.
2" end distance8-404 reinforcement callout at equal spaces2" end distance2% deck cross slope
Page 13
p13_r01 title blockPlan
- bent capBENT 1×2long rectangular with rounded endsShown as PLAN (BENT RIGHT) and PLAN (BENT LEFT).
3 in. Dowel-hole diameter12 in. Dowel-hole depth1 1/2 in. Smooth dowel diameter81°-20'-05.0" Skew angle17+19.65 Station17+28.00 Station22'-0" Dimension1'-6" Dimension+11 more
p13_r05 2 0 minDetail
- capCAP×1rectangular with chamfered corners
6'-0" minimum horizontal distance from B.F.P.R. reference to wall reference3'-0" horizontal cap dimension2'-0" minimum vertical cap dimension
p13_r05Section
- cap×1rectangular with chamfered cornersLabeled "CAP".
6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension2'-0" MIN. minimum vertical dimension
Page 14
p14_r01 planPlan
- bent capBENT 2 LEFT; BENT 2 RIGHT×2rectangularTwo separate plan views are shown, one for the left and one for the right.
81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle42'-6" bent cap length42'-6" bent cap length22'-0" dimension along SR 2122'-0" dimension along SR 21+33 more
p14_r02 title blockElevation
- bent cap×1rectangularLong cap shown across Columns 1 and 2; end portions continue/crop at both sides.
44-421 cap reinforcement spacingAT EQ. SPS. cap reinforcement spacingEL. 185.78 elevationEL. 185.23 elevationEL. 185.96 elevationEL. 185.41 elevationEL. 186.10 elevationEL. 185.55 elevation+63 more
p14_r03 title blockElevation
- bent cap×1tapered rectangularreinforced concreteContinuous cap shown across Columns 3 and 4.
44-#21 AT EQ. SPS. reinforcement spacing and quantityEL. 186.42 elevationEL. 185.84 elevationEL. 186.29 elevationEL. 185.75 elevationEL. 186.12 elevationEL. 185.58 elevationEL. 185.94 elevation+37 more
p14_r01Plan
- bent capC BENT×2rectangular, skewed in planShown as BENT 2 LEFT and BENT 2 RIGHT.
22'-0" roadway segment length22'-0" roadway segment length81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle17+81.35 station17+74.65 station42'-6" overall bent cap length+19 more
p14_r02Elevation
- bent cap×1rectangularTop member shown over Columns 1 and 2; right end continues into partial adjacent view.
44-421 cap reinforcement spacing4'-10" minimum cap depth9" vertical dimension4'-8" vertical dimension8'-9" cap/column horizontal dimension25'-0" cap/column horizontal dimension8'-9" cap/column horizontal dimension6" bar spacing+61 more
p14_r03Elevation
- bent cap×1rectangular, stepped top profileCap is shown spanning between Column 3 and Column 4.
44-#21 cap reinforcement spacing4'-0" cap depthMIN. minimum cap depthEL. 186.42 elevation (BK)EL. 185.84 elevation (AH)EL. 186.29 elevation (BK)EL. 185.75 elevation (AH)EL. 186.12 elevation (BK)+30 more
Page 15
p15_r02 title blockUnclear
- Bent capBENT 3 LEFT / BENT 3 RIGHT×2rectangularShown in plan and elevation.
44-431 AT EQ. SPS. Cap reinforcing8-1132 Cap reinforcing2-530 Cap reinforcing8-1133 Cap reinforcing4'-0" MIN. Cap depth25'-0" Cap length between indicated column regions8'-9" End dimension12-531 Column reinforcing+65 more
p15_r01Plan
- bent capBENT 3×2rectangularShown as separate left and right plan portions.
18+63.35 station18+56.65 station22'-0" roadway alignment length22'-0" roadway alignment length81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle+29 more
p15_r02Detail
- Bent capBENT 3 LEFT×1rectangularreinforced concreteShown in plan and elevation at left.
- Bent capBENT 3 RIGHT×1rectangularreinforced concreteShown in plan and elevation at right.
44-43I AT EQ. SPS. Cap reinforcing-bar spacingEL. 185.79 (AH) ElevationEL. 185.24 (BK) ElevationEL. 185.98 (AH) ElevationEL. 185.43 (BK) ElevationEL. 186.14 (AH) ElevationEL. 185.60 (BK) ElevationEL. 186.30 (AH) Elevation+84 more
Page 16
p16_r01 section a aSection
- bent cap×1stepped rectangularreinforced concreteSectioned cap at bearing locations.
4'-3" overall cap width2'-1 1/2" CL BENT to left cap edge2'-1 1/2" CL BENT to right cap edge11 1/2" left cap edge to CL BRNG.1'-2" left CL BRNG. to CL BENT1'-2" CL BENT to right CL BRNG.11 1/2" right CL BRNG. to cap edge4'-0" MIN. minimum cap depth+9 more
p16_r02Detail
- bent cap×1rectangularreinforced concreteShown in SECTION B-B with bearing and bent centerlines.
4'-3" overall width at SECTION B-B2'-1½" centerline-to-centerline width2'-1½" centerline-to-centerline width11½" bearing offset1'-2" intermediate spacing1'-2" intermediate spacing11½" bearing offset4'-0" MIN. minimum depth+17 more
Page 17
p17_r05 2 0 minDetail
- capCAP×1rectangular with chamfered corners
6'-0" MIN. minimum horizontal distance from B.F.P.R. to wall reference line3'-0" horizontal cap dimension2'-0" MIN. minimum vertical cap dimension
p17_r01Plan
- bent capBENT 4 LEFT×1rectangular with tapered end returnsShown in plan with six beam centerlines.
- bent capBENT 4 RIGHT×1rectangular with tapered end returnsShown in plan with six beam centerlines.
3" dowel hole diameter12" dowel hole depth1½" smooth dowel diameter81°-20'-05.0" skew angle81°-20'-05.0" skew angle22'-0" longitudinal dimension22'-0" longitudinal dimension19+18.35 station+24 more
p17_r05Section
- cap×1rectangular with chamfered cornersLabeled CAP.
6'-0" MIN. minimum horizontal dimension from B.F.P.R. reference3'-0" horizontal cap dimension2'-0" MIN. minimum vertical cap dimension