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Bent Cap

9 pages · 42 crops · ×39 · substructure

Matched toPier Capbridge.substructure.pier_system.pier_capon “Bent Cap”

4 read off the drawings · 1 derived
The class asks forValueHowFrom
LengthLwants m/mm44'-1 1/16" (Bent 1 Left, Bent 1 Right, Bent 4 Left, and Bent 4 Right); 42'-6" (Bent 2 Left, Bent 2 Right, Bent 3 Left, and Bent 3 Right) ft-inTwo bent-cap length types are stated: end-bent caps are 44'-1 1/16" and intermediate-bent caps are 42'-6".The drawings explicitly identify the overall length as 44'-1 1/16" for the Bent 1 and Bent 4 end-bent caps, and 42'-6" for the Bent 2 and Bent 3 intermediate-bent caps.readp13 · bent_1_leftp13 · bent_1_rightp14 · bent_2_leftp14 · bent_2_rightp15 · bent_3_leftp15 · bent_3_rightp17 · bent_4_leftp17 · p17_r06 elevation of bent 4 right cap piles and piers
WidthWwants m/mm3'-0" (Bent 1 and Bent 4 end-bent caps); 4'-3" (Bent 2 and Bent 3 intermediate-bent caps) ft-inEnd-bent cap cross-sections state an overall width of 3'-0". Intermediate bent-cap plans and Sections A-A/B-B state an overall width of 4'-3".The 3'-0" width belongs to the end-bent-cap section detail. The 4'-3" width belongs to the separate intermediate bent-cap configuration with two bearing rows; these are distinct cap types.readp13 · p13_r07p17 · p17_r11p14 · p14_r01 plan of beam spacing at bent 2 leftp15 · p15_r01 plan of bent 3 left beam spacingp16 · p16_r03
ThicknessTwants m/mm2'-0" MIN. (Bent 1 and Bent 4 end-bent caps); 4'-0" MIN. (Bent 2 and Bent 3 intermediate bent caps) ft-inEnd-bent cap section: 2'-0" MIN. Intermediate bent-cap section/elevations: 4'-0" MIN.Thickness is taken as the stated minimum cap depth/overall height. The drawings establish different minimum depths for end-bent caps and intermediate bent caps.readp13 · p13_r07p17 · p17_r13p14 · p14_r03 elevation of bent columns and footing leftp15 · p15_r04 elevation of bent 3 left columns and footingp16 · p16_r03
Instance CountNwants count8 countBent 1 Left + Bent 1 Right + Bent 2 Left + Bent 2 Right + Bent 3 Left + Bent 3 Right + Bent 4 Left + Bent 4 Right = 8 bent caps.Each identified left/right bent detail shows one bent cap. There are four numbered bents, each with left and right caps.derivedp13 · bent_1_leftp13 · bent_1_rightp14 · bent_2_leftp14 · bent_2_rightp15 · bent_3_leftp15 · bent_3_rightp17 · bent_4_leftp17 · p17_r06 elevation of bent 4 right cap piles and piers
Concrete GradefckClass AA concreteThe substructure quantities table lists the item as "CY CLASS AA CONCRETE" for BENT 4 LT. and BENT 4 RT.Class AA concrete is directly stated in the visible substructure quantities table for the Bent 4 left and right end-bent work. No corresponding concrete-grade quantity line is visible for Bent 1 through Bent 3 caps.readcheckp17 · p17_r09

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

CapCap or pedestal footingsupporting cap or diaphragmsupporting cap/seatpier capcaptapered transition between cap and wallend bent capconnecting haunch or bracket between cap and wallBENT 1 RIGHTBENT 1BENT 2 RIGHT℄ BENTBENT 4 LEFTCAP

Every dimension read for it461

  • 44'-1 1/16"overall lengthp13 · bent_1_left
  • 2'-9⅜"dimensionp13 · bent_1_left
  • 2¾"typical dimensionp13 · bent_1_left
  • 3'-0"dimensionp13 · bent_1_left
  • EL. 185.75elevationp13 · bent_1_left
  • EL. 185.65elevationp13 · bent_1_left
  • EL. 185.52elevationp13 · bent_1_left
  • EL. 185.39elevationp13 · bent_1_left
  • EL. 185.26elevationp13 · bent_1_left
  • EL. 185.10elevationp13 · bent_1_left
  • 2-#12reinforcement quantityp13 · bent_1_left
  • 4-#10reinforcement quantityp13 · bent_1_left
  • 81°-20'-05.0"skew anglep13 · bent_1_right
  • 81°-20'-05.0"skew anglep13 · bent_1_right
  • EL. 184.75elevationp13 · bent_1_right
  • EL. 184.96elevationp13 · bent_1_right
  • EL. 185.13elevationp13 · bent_1_right
  • EL. 185.30elevationp13 · bent_1_right
  • EL. 185.47elevationp13 · bent_1_right
  • EL. 185.62elevationp13 · bent_1_right
  • 3'-0"horizontal dimensionp13 · p13_r06
  • 2'-0" MIN.minimum vertical dimensionp13 · p13_r06
  • 3'-0"overall widthp13 · p13_r07
  • 1'-6"half widthp13 · p13_r07
  • 1'-6"half widthp13 · p13_r07
  • 1'-0"typical vertical dimensionp13 · p13_r07
  • 2'-0"minimum overall depthp13 · p13_r07
  • 1'-6"half widthp13 · p13_r07
  • 1'-6"half widthp13 · p13_r07
  • 81°-20'-05.0”Skew angle, typicalp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 1'-6”Dimensionp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 3'-0”Dimensionp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 2'-9 3/8”Dimensionp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 3'-0 7/8”End dimensionp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 44'-1 1/16”Overall lengthp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 3'-0 7/16”Left end vertical dimensionp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 5'-1 3/4”Right end vertical dimensionp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 22'-0”Dimension aheadnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • 2-#12Reinforcementnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 188.03Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 188.10Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 184.75Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 184.96Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.13Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.30Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.47Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 185.62Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 189.00Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. EL. 189.11Elevationnot attributedp13 · p13_r01 plan of end bent 1 cap and pile spacing right side
  • EL. 189.16Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 189.23Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 185.75Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 185.65Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 185.52Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 185.39Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 185.26Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 185.10Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 188.39Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 188.45Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 183.75Elevationp13 · p13_r03 elevation bent 1 left looking back
  • EL. 182.98Elevationp13 · p13_r03 elevation bent 1 left looking back
  • 2′-10 1/8″lengthp13 · p13_r03 elevation bent 1 left looking back
  • 7′-7 1/16″bay spacingp13 · p13_r03 elevation bent 1 left looking back
  • 3′-3 5/8″lengthp13 · p13_r03 elevation bent 1 left looking back
  • 44′-1 1/16″overall lengthp13 · p13_r03 elevation bent 1 left looking back
  • 184.75 EL.Elevationp13 · p13_r04 elevation bent 1 right looking back
  • 184.96 EL.Elevationp13 · p13_r04 elevation bent 1 right looking back
  • 185.13 EL.Elevationp13 · p13_r04 elevation bent 1 right looking back
  • 185.30 EL.Elevationp13 · p13_r04 elevation bent 1 right looking back
  • 185.47 EL.Elevationp13 · p13_r04 elevation bent 1 right looking back
  • 185.62 EL.Elevationp13 · p13_r04 elevation bent 1 right looking back
  • 44′-1 1/16″Overall lengthp13 · p13_r04 elevation bent 1 right looking back
  • 2-#12Reinforcement quantityp13 · p13_r04 elevation bent 1 right looking back
  • 2-#15AReinforcement quantityp13 · p13_r04 elevation bent 1 right looking back
  • 6'-0" MIN.minimum horizontal distance from B.F.P.R. reference to wallnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 3'-0"cap widthp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 2'-0" MIN.minimum cap heightp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 2" MIN.minimum clearancenot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 1'-0"typical vertical dimensionnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 2"clearance, 3 sidesnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 1'-6"horizontal dimensionnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 3'-0"partial dimension at left crop edgenot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 42'-6"cap plan overall lengthp14 · bent_2_left
  • 2'-3 3/8"cap plan end dimension, leftp14 · bent_2_left
  • 2'-3 5/16"cap plan end dimension, rightp14 · bent_2_left
  • 6'-0"beam centerline end spacingp14 · bent_2_left
  • 7'-7 1/2"beam centerline spacingp14 · bent_2_left
  • 8'-20'-05.0"typical cap plan dimensionp14 · bent_2_left
  • 2'-9 3/8"dimension at STA. 17+81.35p14 · bent_2_left
  • 22'-0"dimension at STA. 17+81.35p14 · bent_2_left
  • 4'-3"cap plan transverse dimensionp14 · bent_2_left
  • 2'-1/2"cap plan transverse dimensionp14 · bent_2_left
  • 1'-2"cap plan transverse dimensionp14 · bent_2_left
  • 11 1/2"cap plan transverse dimensionp14 · bent_2_left
  • 44-421 AT EQ. SPS.bent-cap length at equal spacesp14 · bent_2_left
  • EL. 185.78 (BK)back elevationp14 · bent_2_left
  • EL. 185.23 (AH)ahead elevationp14 · bent_2_left
  • EL. 185.96 (BK)back elevationp14 · bent_2_left
  • EL. 185.41 (AH)ahead elevationp14 · bent_2_left
  • EL. 186.10 (BK)back elevationp14 · bent_2_left
  • EL. 185.55 (AH)ahead elevationp14 · bent_2_left
  • EL. 186.24 (BK)back elevationp14 · bent_2_left
  • EL. 185.70 (AH)ahead elevationp14 · bent_2_left
  • EL. 186.38 (BK)back elevationp14 · bent_2_left
  • EL. 185.84 (AH)ahead elevationp14 · bent_2_left
  • EL. 186.49 (BK)back elevationp14 · bent_2_left
  • EL. 185.93 (AH)ahead elevationp14 · bent_2_left
  • 4'-0" MIN.bent-cap minimum depthp14 · bent_2_left
  • EL. 181.25cap end elevationp14 · bent_2_left
  • EL. 181.11cap end elevationp14 · bent_2_left
  • EL. 181.32cap elevationp14 · bent_2_left
  • EL. 181.73cap elevationp14 · bent_2_left
  • EL. 181.80cap elevationp14 · bent_2_left
  • EL. 181.93cap end elevationp14 · bent_2_left
  • 25-521 AT EQ. SPS.cap central reinforcement spacingp14 · bent_2_left
  • 8'-9"cap end widthp14 · bent_2_left
  • 25'-0"central cap widthp14 · bent_2_left
  • 3 1/2"dimensionp14 · bent_2_left
  • 2"dimensionp14 · bent_2_left
  • 8"dimensionp14 · bent_2_left
  • 17+74.65stationp14 · bent_2_right
  • 11 1/2”cap vertical dimensionp14 · bent_2_right
  • 1’-2”cap vertical dimensionp14 · bent_2_right
  • 2’-1 1/2”cap vertical dimensionp14 · bent_2_right
  • 4’-3”cap overall depthp14 · bent_2_right
  • 2’-3 5/16”cap horizontal offsetp14 · bent_2_right
  • 6’-0”end dimensionp14 · bent_2_right
  • 7’-7 1/2”spacingp14 · bent_2_right
  • 42’-6”overall lengthp14 · bent_2_right
  • 44-#21 AT EQ. SPS.reinforcement quantity and spacingp14 · bent_2_right
  • EL. 186.42 (BK)elevationp14 · bent_2_right
  • EL. 185.84 (AH)elevationp14 · bent_2_right
  • EL. 186.29 (BK)elevationp14 · bent_2_right
  • EL. 185.75 (AH)elevationp14 · bent_2_right
  • EL. 186.12 (BK)elevationp14 · bent_2_right
  • EL. 185.58 (AH)elevationp14 · bent_2_right
  • EL. 185.94 (BK)elevationp14 · bent_2_right
  • EL. 185.42 (AH)elevationp14 · bent_2_right
  • EL. 185.77 (BK)elevationp14 · bent_2_right
  • EL. 185.26 (AH)elevationp14 · bent_2_right
  • EL. 185.61 (BK)elevationp14 · bent_2_right
  • EL. 185.03 (AH)elevationp14 · bent_2_right
  • 4’-0” MIN.minimum cap depthp14 · bent_2_right
  • 8-#22reinforcement quantityp14 · bent_2_right
  • 2-#20reinforcement quantityp14 · bent_2_right
  • 12-#21reinforcement quantityp14 · bent_2_right
  • 14-#22 DBLreinforcement quantityp14 · bent_2_right
  • 25-#21 AT EQ. SPS.reinforcement quantity and spacingp14 · bent_2_right
  • 25’-0”horizontal dimensionp14 · bent_2_right
  • 8’-9”end dimensionp14 · bent_2_right
  • 81°-20'-05.0"Skew angle, typicalp14 · p14_r01 plan of beam spacing at bent 2 left
  • 22'-0"Distance from SR 21 WB = PGL reference linenot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 17+81.35Stationp14 · p14_r01 plan of beam spacing at bent 2 left
  • 2'-3⅜"Left end offsetp14 · p14_r01 plan of beam spacing at bent 2 left
  • 2'-3⁵⁄₁₆"Right end offsetp14 · p14_r01 plan of beam spacing at bent 2 left
  • 6'-0"End dimensionp14 · p14_r01 plan of beam spacing at bent 2 left
  • 42'-6"Overall lengthp14 · 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
  • 4'-3"Overall vertical dimensionp14 · p14_r01 plan of beam spacing at bent 2 left
  • 81°-20'-05.0"skew anglep14 · p14_r02 plan of beam spacing at bent 2 right
  • 42'-6"overall bent cap lengthp14 · p14_r02 plan of beam spacing at bent 2 right
  • 11 1/2"vertical dimensionp14 · p14_r02 plan of beam spacing at bent 2 right
  • 1'-2"vertical dimensionp14 · p14_r02 plan of beam spacing at bent 2 right
  • 2'-1 1/2"vertical dimensionp14 · p14_r02 plan of beam spacing at bent 2 right
  • 4'-3"overall bent cap widthp14 · p14_r02 plan of beam spacing at bent 2 right
  • 2'-1 1/2"vertical dimensionp14 · p14_r02 plan of beam spacing at bent 2 right
  • 1'-2"vertical dimensionp14 · p14_r02 plan of beam spacing at bent 2 right
  • 11 1/2"vertical dimensionp14 · p14_r02 plan of beam spacing at bent 2 right
  • EL. 185.78 (BK)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 185.23 (AH)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 185.96 (BK)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 185.41 (AH)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 186.10 (BK)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 185.55 (AH)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 186.24 (BK)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 185.70 (AH)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 186.38 (BK)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 185.84 (AH)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 186.49 (BK)elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 185.93 (AH)elevationp14 · p14_r03 elevation of bent columns and footing left
  • 4'-0" MIN.minimum depthp14 · p14_r03 elevation of bent columns and footing left
  • EL. 181.25elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 181.11elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 181.32elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 181.73elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 181.80elevationp14 · p14_r03 elevation of bent columns and footing left
  • EL. 181.93elevationp14 · p14_r03 elevation of bent columns and footing left
  • 1'-9"dimensionp14 · p14_r03 elevation of bent columns and footing left
  • 4'-8"dimensionp14 · p14_r03 elevation of bent columns and footing left
  • 25'-0"dimensionp14 · p14_r03 elevation of bent columns and footing left
  • 8'-9"dimensionp14 · p14_r03 elevation of bent columns and footing left
  • 44-#21 AT EQ. SPS.cap reinforcement spacingp14 · p14_r04 elevation of bent columns and footing right
  • EL. 186.42elevation, BKp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.84elevation, AHp14 · p14_r04 elevation of bent columns and footing right
  • EL. 186.29elevation, BKp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.75elevation, AHp14 · p14_r04 elevation of bent columns and footing right
  • EL. 186.12elevation, BKp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.58elevation, AHp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.94elevation, BKp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.42elevation, AHp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.77elevation, BKp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.26elevation, AHp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.61elevation, BKp14 · p14_r04 elevation of bent columns and footing right
  • EL. 185.03elevation, AHp14 · p14_r04 elevation of bent columns and footing right
  • EL. 181.84elevationp14 · p14_r04 elevation of bent columns and footing right
  • EL. 181.68elevationp14 · p14_r04 elevation of bent columns and footing right
  • EL. 181.61elevationp14 · p14_r04 elevation of bent columns and footing right
  • EL. 181.13elevationp14 · p14_r04 elevation of bent columns and footing right
  • EL. 181.05elevationp14 · p14_r04 elevation of bent columns and footing right
  • EL. 180.90elevationp14 · p14_r04 elevation of bent columns and footing right
  • 4'-0" MIN.minimum cap depthp14 · p14_r04 elevation of bent columns and footing right
  • 8-#22reinforcementp14 · p14_r04 elevation of bent columns and footing right
  • 2-#20reinforcementp14 · p14_r04 elevation of bent columns and footing right
  • 8-#23reinforcementp14 · p14_r04 elevation of bent columns and footing right
  • 11 SPS. AT 7"reinforcement spacingp14 · p14_r04 elevation of bent columns and footing right
  • 12-#21reinforcementp14 · p14_r04 elevation of bent columns and footing right
  • 12-#121 SERIESreinforcement seriesp14 · p14_r04 elevation of bent columns and footing right
  • 2"clearance/dimensionp14 · p14_r04 elevation of bent columns and footing right
  • 6 SPS AT 5"reinforcement spacingp14 · p14_r04 elevation of bent columns and footing right
  • 4-#22 DBLreinforcementp14 · p14_r04 elevation of bent columns and footing right
  • 8"dimensionp14 · p14_r04 elevation of bent columns and footing right
  • 25-#21 AT EQ. SPS.reinforcement spacingp14 · p14_r04 elevation of bent columns and footing right
  • 25'-0"dimensionp14 · p14_r04 elevation of bent columns and footing right
  • 8'-9"dimensionp14 · p14_r04 elevation of bent columns and footing right
  • 81°-20'-05.0"Anglep15 · bent_3_left
  • 81°-20'-05.0"Anglep15 · bent_3_left
  • 22'-0"Offset from SR 21 WB = PGLp15 · bent_3_left
  • STA. 18+63.35Stationp15 · bent_3_left
  • 11 1/2"Bent plan width segmentp15 · bent_3_left
  • 1'-2"Bent plan width segmentp15 · bent_3_left
  • 2'-1 1/2"Bent plan width segmentp15 · bent_3_left
  • 4'-3"Bent plan overall widthp15 · bent_3_left
  • 2'-1 1/2"Bent plan width segmentp15 · bent_3_left
  • 11 1/2"Bent plan width segmentp15 · bent_3_left
  • 2'-3 3/8"End offsetp15 · bent_3_left
  • 2'-3 5/16"End offsetp15 · bent_3_left
  • 6'-0"Beam-line end segmentp15 · bent_3_left
  • 42'-6"Bent plan overall lengthp15 · bent_3_left
  • EL. 185.79 (AH)Top elevationp15 · bent_3_left
  • EL. 185.24 (BK)Bottom elevationp15 · bent_3_left
  • EL. 185.98 (AH)Top elevationp15 · bent_3_left
  • EL. 185.44 (BK)Bottom elevationp15 · bent_3_left
  • EL. 186.14 (AH)Top elevationp15 · bent_3_left
  • EL. 185.60 (BK)Bottom elevationp15 · bent_3_left
  • EL. 186.30 (AH)Top elevationp15 · bent_3_left
  • EL. 185.75 (BK)Bottom elevationp15 · bent_3_left
  • EL. 186.46 (AH)Top elevationp15 · bent_3_left
  • EL. 185.91 (BK)Bottom elevationp15 · bent_3_left
  • EL. 186.58 (AH)Top elevationp15 · bent_3_left
  • EL. 186.03 (BK)Bottom elevationp15 · bent_3_left
  • 4'-0"Bent cap minimum depthp15 · bent_3_left
  • EL. 181.26Elevationp15 · bent_3_left
  • EL. 181.11Elevationp15 · bent_3_left
  • EL. 181.34Elevationp15 · bent_3_left
  • EL. 181.80Elevationp15 · bent_3_left
  • EL. 181.88Elevationp15 · bent_3_left
  • EL. 182.03Elevationp15 · bent_3_left
  • 1'-9"Vertical dimensionp15 · bent_3_left
  • 4'-8"Vertical dimensionp15 · bent_3_left
  • 15°Anglenot attributedp15 · bent_3_left
  • 42'-6”overall bent-cap plan lengthp15 · bent_3_right
  • 1'-2”cap plan width segmentp15 · bent_3_right
  • 11 1/2”cap plan width segmentp15 · bent_3_right
  • 2'-1 1/2”cap plan width segmentp15 · bent_3_right
  • 4'-3”overall cap plan widthp15 · bent_3_right
  • 4'-0”bearing/cap minimum depthp15 · bent_3_right
  • EL. 181.90elevationp15 · bent_3_right
  • EL. 181.83elevationp15 · bent_3_right
  • EL. 181.41elevationp15 · bent_3_right
  • EL. 181.34elevationp15 · bent_3_right
  • 8-1132reinforcement calloutp15 · bent_3_right
  • 2-530reinforcement calloutp15 · bent_3_right
  • 8-1133reinforcement calloutp15 · bent_3_right
  • 44-431 AT EQ. SPS.reinforcement spacingp15 · bent_3_right
  • 25-531 AT EQ. SPS.reinforcement spacingp15 · bent_3_right
  • 18+63.35stationnot attributedp15 · p15_r01 plan of bent 3 left beam spacing
  • 11 1/2"top edge to upper bearing rowp15 · p15_r01 plan of bent 3 left beam spacing
  • 1'-2"upper bearing row to bent centerlinep15 · p15_r01 plan of bent 3 left beam spacing
  • 4'-3"bent cap widthp15 · p15_r01 plan of bent 3 left beam spacing
  • 1'-2"lower bearing row to bent centerlinep15 · p15_r01 plan of bent 3 left beam spacing
  • 11 1/2"lower bearing row to bottom edgep15 · p15_r01 plan of bent 3 left beam spacing
  • 42'-6"overall bent cap lengthp15 · p15_r01 plan of bent 3 left beam spacing
  • 42'-6"overall dimensionp15 · p15_r02 plan of bent 3 right beam spacing
  • 4'-3"overall dimensionp15 · p15_r02 plan of bent 3 right beam spacing
  • 44-431 AT EQ. SPS.Cap reinforcement spacingp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 186.60 (AH)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 186.04 (BK)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 186.49 (AH)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 185.94 (BK)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 186.35 (AH)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 185.79 (BK)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 186.20 (AH)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 185.65 (BK)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 186.06 (AH)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 185.51 (BK)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 185.88 (AH)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 185.32 (BK)Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • 4'-0" MIN.Minimum depthp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 182.04Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 181.90Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 181.83Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 181.41Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 181.34Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 181.20Elevationp15 · p15_r03 elevation of bent 3 right columns and footing
  • EL. 185.79 (AH)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 185.24 (BK)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 185.98 (AH)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 185.44 (BK)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 186.14 (AH)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 185.60 (BK)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 186.30 (AH)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 185.75 (BK)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 186.46 (AH)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 185.91 (BK)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 186.58 (AH)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 186.03 (BK)Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • 4'-0" MIN.Vertical dimensionp15 · p15_r04 elevation of bent 3 left columns and footing
  • 1'-9"Vertical dimensionp15 · p15_r04 elevation of bent 3 left columns and footing
  • 4'-8"Vertical dimensionp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 181.26Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 181.11Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • 25'-0"Horizontal dimensionp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 181.34Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 181.80Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 181.88Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • EL. 182.03Elevationp15 · p15_r04 elevation of bent 3 left columns and footing
  • 8'-9"Horizontal dimensionp15 · p15_r04 elevation of bent 3 left columns and footing
  • 8'-9"Horizontal dimensionp15 · p15_r04 elevation of bent 3 left columns and footing
  • 4'-3"Overall cap widthp16 · p16_r03
  • 2'-1½"Width from CL BENT to left sidep16 · p16_r03
  • 2'-1½"Width from CL BENT to right sidep16 · p16_r03
  • 11½"Left bearing layout spacingp16 · p16_r03
  • 1'-2"Bearing layout spacingp16 · p16_r03
  • 1'-2"Bearing layout spacingp16 · p16_r03
  • 11½"Right bearing layout spacingp16 · p16_r03
  • 4'-0"Minimum overall heightp16 · p16_r03
  • 9"Bottom vertical dimensionp16 · p16_r03
  • 2"Minimum clear coverp16 · p16_r03
  • 2"Clear coverp16 · p16_r03
  • 4'-3"overall top widthp16 · p16_r04
  • 2'-1½"width from left side to CL BENTp16 · p16_r04
  • 2'-1½"width from CL BENT to right sidep16 · p16_r04
  • 11½"left outside width to CL BRNG.p16 · p16_r04
  • 1'-2"left bearing centerline spacing to CL BENTp16 · p16_r04
  • 1'-2"right bearing centerline spacing from CL BENTp16 · p16_r04
  • 11½"right CL BRNG. to outside widthp16 · p16_r04
  • 4'-0"minimum overall heightp16 · p16_r04
  • 9"bottom vertical dimensionp16 · p16_r04
  • 44'-1 1/16"overall bent-cap lengthp17 · bent_4_left
  • 3'-0 7/8"end plan dimensionp17 · bent_4_left
  • 6'-10 1/2"plan dimensionp17 · bent_4_left
  • 7'-7"plan dimensionp17 · bent_4_left
  • 6'-10 9/16"plan dimensionp17 · bent_4_left
  • 3'-0"bent-cap plan widthp17 · bent_4_left
  • 81°-20'-05.0"skew anglep17 · bent_4_left
  • 81°-20'-05.0"skew anglep17 · bent_4_left
  • 5'-4 3/4"right-end plan dimensionp17 · bent_4_left
  • EL. 188.39left end elevationp17 · bent_4_left
  • EL. 188.45left end elevationp17 · bent_4_left
  • EL. 185.12elevationp17 · bent_4_left
  • EL. 185.32elevationp17 · bent_4_left
  • EL. 185.49elevationp17 · bent_4_left
  • EL. 185.66elevationp17 · bent_4_left
  • EL. 185.82elevationp17 · bent_4_left
  • EL. 185.96elevationp17 · bent_4_left
  • EL. 189.36right end elevationp17 · bent_4_left
  • EL. 189.44right end elevationp17 · bent_4_left
  • EL. 182.96left underside elevationp17 · bent_4_left
  • EL. 183.96right underside elevationp17 · bent_4_left
  • 2'-10 7/8"left end elevation dimensionp17 · bent_4_left
  • 3'-3 5/8"right end elevation dimensionp17 · bent_4_left
  • 3'-0"overall cap widthp17 · p17_r11
  • 1'-6"half cap widthp17 · p17_r11
  • 1'-6"half cap widthp17 · p17_r11
  • 2" MIN.clear cover minimump17 · p17_r11
  • 2'-0" MIN.cap depth minimump17 · p17_r11
  • 1'-0"typical dimensionp17 · p17_r11
  • 1'-6"half cap widthp17 · p17_r11
  • 1'-6"half cap widthp17 · p17_r11
  • 3'-0"cap widthp17 · p17_r13
  • 2"minimum clear coverp17 · p17_r13
  • 1'-0"typical depthp17 · p17_r13
  • 2'-0"minimum depthp17 · p17_r13
  • 1'-6"half-widthp17 · p17_r13
  • 1'-6"half-widthp17 · p17_r13
  • 2"clearance, 3 sidesp17 · p17_r13
  • 3'-0"cap width, partial right-hand depictionp17 · p17_r13
  • 2'-0"minimum depth, partial right-hand depictionp17 · p17_r13
  • 3'-0"horizontal dimensionp17 · p17_r09
  • 2'-0" MIN.minimum vertical dimensionp17 · p17_r09
  • 81°-20'-05.0"Anglep17 · p17_r03 plan view of end bent 4 left beam layout
  • 81°-20'-05.0"Anglep17 · p17_r03 plan view of end bent 4 left beam layout
  • 22'-0"Distance aheadnot attributedp17 · p17_r03 plan view of end bent 4 left beam layout
  • 1'-6"Cap half-widthp17 · p17_r03 plan view of end bent 4 left beam layout
  • 1'-6"Cap half-widthp17 · p17_r03 plan view of end bent 4 left beam layout
  • 3'-0"Cap widthp17 · p17_r03 plan view of end bent 4 left beam layout
  • 2 3/4"Typical dimensionp17 · p17_r03 plan view of end bent 4 left beam layout
  • 2'-9 3/8"Dimensionp17 · p17_r03 plan view of end bent 4 left beam layout
  • 3'-0 7/8"Left end dimensionp17 · p17_r03 plan view of end bent 4 left beam layout
  • 3'-0 7/8"Right end dimensionp17 · p17_r03 plan view of end bent 4 left beam layout
  • 6'-10 1/2"Left overall segmentp17 · p17_r03 plan view of end bent 4 left beam layout
  • 6'-10 9/16"Right overall segmentp17 · p17_r03 plan view of end bent 4 left beam layout
  • 44'-1 1/16"Overall lengthp17 · p17_r03 plan view of end bent 4 left beam layout
  • 3'-0 7/16"Left end width dimensionp17 · p17_r03 plan view of end bent 4 left beam layout
  • 5'-4 3/4"Right end width dimensionp17 · p17_r03 plan view of end bent 4 left beam layout
  • 185.12elevationp17 · p17_r04 elevation bent 4 left looking ahead
  • 185.32elevationp17 · p17_r04 elevation bent 4 left looking ahead
  • 185.49elevationp17 · p17_r04 elevation bent 4 left looking ahead
  • 185.66elevationp17 · p17_r04 elevation bent 4 left looking ahead
  • 185.82elevationp17 · p17_r04 elevation bent 4 left looking ahead
  • 185.96elevationp17 · p17_r04 elevation bent 4 left looking ahead
  • 44′-1 1/16″overall dimensionp17 · p17_r04 elevation bent 4 left looking ahead
  • EL. 186.04elevationp17 · p17_r05 elevation bent 4 right looking ahead
  • EL. 185.93elevationp17 · p17_r05 elevation bent 4 right looking ahead
  • EL. 185.80elevationp17 · p17_r05 elevation bent 4 right looking ahead
  • EL. 185.67elevationp17 · p17_r05 elevation bent 4 right looking ahead
  • EL. 185.53elevationp17 · p17_r05 elevation bent 4 right looking ahead
  • EL. 185.37elevationp17 · p17_r05 elevation bent 4 right looking ahead
  • EL. 186.04Elevationp17 · p17_r06 elevation of bent 4 right cap piles and piers
  • EL. 185.93Elevationp17 · p17_r06 elevation of bent 4 right cap piles and piers
  • EL. 185.80Elevationp17 · p17_r06 elevation of bent 4 right cap piles and piers
  • EL. 185.67Elevationp17 · p17_r06 elevation of bent 4 right cap piles and piers
  • EL. 185.53Elevationp17 · p17_r06 elevation of bent 4 right cap piles and piers
  • EL. 185.37Elevationp17 · p17_r06 elevation of bent 4 right cap piles and piers
  • 44'-1 1/16"overall lengthp17 · p17_r06 elevation of bent 4 right cap piles and piers
  • EL. 188.39Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 188.45Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 185.12Elevationp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 185.32Elevationp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 185.49Elevationp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 185.66Elevationp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 185.82Elevationp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 185.96Elevationp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 189.36Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 189.44Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 182.96Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • EL. 183.96Elevationnot attributedp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 2’-10 1/8”lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 7’-7 1/16”bay lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 7’-7 1/16”bay lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 7’-7 1/16”bay lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 7’-7 1/16”bay lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 7’-7 1/16”bay lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 3’-3 5/8”lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 44’-1 1/16”overall lengthp17 · p17_r07 elevation of bent 4 left cap piles and piers
  • 6'-0" MIN.minimum distance from B.F.P.R. to wall/front referencenot attributedp17 · p17_r09 section through end bent cap wall and coping
  • 3'-0"cap widthp17 · p17_r09 section through end bent cap wall and coping
  • 2'-0" MIN.minimum cap depthp17 · p17_r09 section through end bent cap wall and coping
  • 3'-0"horizontal dimensionp17 · p17_r10 cross section of cap wall coping and piles
  • 3'-0"cap widthp17 · p17_r13 cross section of bent cap reinforcement
  • 2"minimum clear coverp17 · p17_r13 cross section of bent cap reinforcement
  • 1'-0"typical dimensionp17 · p17_r13 cross section of bent cap reinforcement
  • 2'-0"minimum cap depthp17 · p17_r13 cross section of bent cap reinforcement
  • 2"clear cover, 3 sidesp17 · p17_r13 cross section of bent cap reinforcement
  • 1'-6"left half-widthp17 · p17_r13 cross section of bent cap reinforcement
  • 1'-6"right half-widthp17 · p17_r13 cross section of bent cap reinforcement
  • 3'-0"cap dimension in partial right-hand viewp17 · p17_r13 cross section of bent cap reinforcement
  • 2'-0"minimum cap depth in partial right-hand viewp17 · p17_r13 cross section of bent cap reinforcement

Notes on the sheets that carry it

  • p2WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.
  • 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. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.
  • p2SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.
  • p2INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.
  • p7FENCE NOT SHOWN, TYP.
  • p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
  • p7NOTE: BEARING PADS NOT SHOWN
  • p7DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.
  • p9NOTE:
  • p9SECTIONS SHOWN ARE FOR LEFT BRID... (partial)
  • p13FORM 3" DIA. X 12" DEEP HOLE FOR 1½" DIA. SMOOTH DOWEL, TYP.
  • p13SEE DETAIL 1 BRIDGE SHEET 16
  • p13SEE DETAIL 2 BRIDGE SHEET 16
  • p13FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL, TYP.
  • p132" MIN. CL.
  • p131'-0" TYP.
  • p132" CL. 3 SIDES
  • p134-#10 OVER EACH PILE
  • p134-#11 AT EQ. SPACES
  • p134-#11 OVER EACH PILE
  • p134-#10
  • p132-#12
  • p132-#15A, TYP.
  • p132-#15B
  • p132-#15C
  • p137-#11 AT EQ. SPS. TYP. EA. BAY
  • 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...
  • p14SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
  • p14BARS #22 NOT SHOWN.
  • p14EXTEND BARS #21A 3’-6” INTO CAP.
  • p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
  • p14ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • p14FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL BAR, TYP.
  • p14* CONST. JT., TYP.
  • p141. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.

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

Page 2

crop

p02_r19 general notes continued

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r19_general_notes_continued
Original
p02_r19 general notes continued
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean and paint with special protective coating No. 2P; coating limits differ for end bent and intermediate bent piling."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included in special protective coating note."
    },
    {
      "name": "Cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL 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. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS"
  ],
  "description": "This crop is a block of general construction notes for a Georgia DOT project. It documents welding certification and electrode requirements, protective coating limits for piles and swaybracing, shop drawing submission requirements, and incidental bid-item requirements."
}

p02_r19 general notes continuedNotes

  • CapReferenced as the upper limit for intermediate bent piling coating.

2 FT Coating extension below ground for end bent piling5 FT Coating extension below ground for intermediate bent piling

crop

p02_r19

page 2 · welding_and_steel_diaphragm_notes_p02_r19
Original
p02_r19
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "End bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extends from top of pile to below ground."
    },
    {
      "name": "Cap or pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the starting point for coating on intermediate bent piling."
    },
    {
      "name": "Intermediate bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extension applies regardless of encasement."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2FT",
      "unit": "FT",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "FT",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL 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. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS",
    "GEORGIA DOT SPECIFICATIONS",
    "SECTIONS 520 AND 535"
  ],
  "description": "This crop is a block of general construction notes covering welding, protective coating, shop drawing submission, and incidental bid items. It documents requirements for piles, swaybracing, bent piling, beams, metal deck forms, steel diaphragms, waterproofing, and joint fillers; no structural view or item quantities are shown."
}

p02_r19Notes

  • Cap or pedestal footingReferenced as the starting point for coating on intermediate bent piling.

2FT FT Coating extension below ground for end bent piling5FT FT Coating extension below ground for intermediate bent piling

Page 7

crop

p07_r13

page 7 · edge_beam_p07_r13
Original
p07_r13
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping planar slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular thickened slab edge",
      "material": "concrete",
      "count": 2,
      "note": "Shown at both outside deck edges; pour flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Supporting girders shown below the deck slab."
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous cap is shown beneath the girders."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Called out as 8-404 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-509."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-508."
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-802."
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-801."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout shown as 2-800."
    }
  ],
  "measurements": [
    {
      "label": "Typical slab/overhang thickness",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab / edge beam"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 800"
    },
    {
      "label": "Form removal time",
      "value": "72 HOURS",
      "unit": "",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28 DAY",
      "unit": "",
      "appliesTo": "deck concrete"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a cross section titled SECTION THRU EDGE BEAM, showing the sloped deck slab and outside edge beams over six I-section girders on a stepped bent cap. Reinforcement callouts are shown within the deck/edge-beam and girder region, along with notes for edge-beam pouring, bearing pads, fence, and form removal."
}

p07_r13Cross Section

  • bent cap×1stepped rectangularContinuous cap is shown beneath the girders.

8” Typical slab/overhang thickness2” End distance8-404 Reinforcement quantity and mark2% Cross slope2” End distance2-800 Reinforcement quantity and mark72 HOURS Form removal time28 DAY Concrete strength age

crop

p07_r12 section thru edge beam

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r12_section_thru_edge_beam
Original
p07_r12 section thru edge beam
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "continuous sloping slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown spanning across the girders."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "continuous beam at deck edge",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered parapet profile",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 8,
      "note": "AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "supporting cap or diaphragm",
      "tag": "",
      "shape": "stepped continuous member",
      "material": "",
      "count": 1,
      "note": "Unlabeled member shown below the girder bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "Typical deck thickness",
      "value": "8",
      "unit": "\"",
      "appliesTo": "deck slab"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Deck slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Form removal duration",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SECTION THRU EDGE BEAM",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows transverse bridge section information identified as sections through a diaphragm and through an edge beam. It depicts a sloped concrete deck over six I-girders, outer edge beams/barriers, reinforcement callouts, and notes concerning omitted bearing pads and edge-beam form removal."
}

p07_r12 section thru edge beamCross Section

  • supporting cap or diaphragm×1stepped continuous memberUnlabeled member shown below the girder bearing locations.

8 " Typical deck thickness2 " Bar offset2 " Bar offset2 % Deck slope72 HOURS Form removal duration28 DAY Concrete strength age

Page 9

crop

p09_r05

page 9 · bridge_deck_edge_beam_and_girders_p09_r05
Original
p09_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "thickened slab edge",
      "material": "",
      "count": 2,
      "note": "Shown at both outside girder lines; callout directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "Tall tapered elements are shown at the two deck edges; fence is noted as not shown."
    },
    {
      "name": "supporting cap/seat",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous supporting member shown beneath the girders; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "At equal spaces near the deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge beam form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam"
    },
    {
      "label": "concrete strength reference age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck pour"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRID... (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled SECTION THRU EDGE BEAM. It shows a sloped bridge deck supported on six I-girders, with thickened edge beams at the exterior girder lines and tapered edge barriers/parapets. Reinforcement callouts and deck-edge construction/form-removal notes are included."
}

p09_r05Section

  • supporting cap/seat×1stepped rectangularContinuous supporting member shown beneath the girders; bearing pads are noted as not shown.

2″ edge distanceAT EQUAL SPACES spacing2″ edge distance2% deck slope72 HOURS edge beam form removal time28 DAY concrete strength reference age

crop

p09_r05 section thru edge beam

page 9 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p09_r05_section_thru_edge_beam
Original
p09_r05 section thru edge beam
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Slab is shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal beam",
      "material": "concrete",
      "count": 2,
      "note": "Exterior edge beams are visible at both sides of the deck."
    },
    {
      "name": "concrete barrier/parapet",
      "tag": "",
      "shape": "tapered solid barrier",
      "material": "concrete",
      "count": 2,
      "note": "One is visible at each exterior deck edge; shown only partially at the top of the crop."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross-sections are visible beneath the deck."
    },
    {
      "name": "pier cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support cap is shown below the girder ends; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement near the right side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to top reinforcement at the right exterior edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement near the right side of the section."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "end dimension, left",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "end dimension, right",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM",
    "AT EQUAL SPACES"
  ],
  "description": "This crop shows a cross section through the bridge exterior edge beam and deck, supported by six visible I-girders on a stepped support cap. It documents deck reinforcement callouts, deck cross slope, exterior barriers, edge-beam placement, and form-removal requirements."
}

p09_r05 section thru edge beamCross Section

  • pier cap×1stepped rectangular capContinuous support cap is shown below the girder ends; bearing pads are noted as not shown.

8-404 reinforcement callout at equal spaces2" end dimension, left2" end dimension, right2% deck cross slope

Page 13

crop

bent_1_left

page 13 · bent_1_left
Original
bent_1_left
{
  "view": "Unclear",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 1 Left."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible in the elevation."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical dowel/hole callout shown at beam locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15C."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts at equal spaces and typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts include 4-#10 and 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "horizontal distance to SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge location"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE B.F.P.R. BENT 1"
    },
    {
      "label": "end dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "bent cap ends"
    },
    {
      "label": "end dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "end dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "bay spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "bay spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "9/16\"",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left pile/end"
    },
    {
      "label": "elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right pile/end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "over each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "at EQ. SPACES"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "at EQ. SPS., TYP. EA. BAY"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile spacing/offset"
    },
    {
      "label": "dimension",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "left end of elevation"
    },
    {
      "label": "dimension",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "right end of elevation"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1½\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "℄ SR 21",
    "AHEAD",
    "SR 21 WB = PGL",
    "℄ BRG.",
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "B.F.P.R.",
    "℄ BEAM 6",
    "℄ BEAM 5",
    "℄ BEAM 4",
    "℄ BEAM 3",
    "℄ BEAM 2",
    "℄ BEAM 1",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 LEFT LOOKING BACK)",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains both a plan and an elevation of Bent 1 Left, rather than a single view type. The plan shows the skewed bent-cap layout and beam centerlines; the elevation shows the bent cap supported at six visible pile locations, with elevations, dimensions, reinforcement callouts, and typical smooth-dowel hole information."
}

bent_1_leftUnclear

  • bent cap×1rectangular, skewed in planShown in plan and elevation for Bent 1 Left.

22'-0" horizontal distance to SR 2181°-20'-05.0" skew angle17+26.35 station17+23.00 station5'-4¾" end dimension3'-0⅞" end dimension6'-10½" end dimension6'-10 9/16" end dimension+31 more

crop

bent_1_right

page 13 · bent_1_right
Original
bent_1_right
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with curved end details in plan",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 1 Right; member designation is not printed in this crop."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible below the bent cap in elevation."
    },
    {
      "name": "formed dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Typical formed holes are shown at the pile/beam-line locations in plan."
    },
    {
      "name": "reinforcement bars",
      "tag": "#10",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callouts show 4-#10 over each pile and 4-#10."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15B",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15C",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15C."
    },
    {
      "name": "reinforcement bars",
      "tag": "#11",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callouts specify 4-#11 at equal spaces and 7-#11 at equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "formed hole diameter",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "formed hole depth",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "SR 21 EB = PGL alignment"
    },
    {
      "label": "station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "dimension",
      "value": "3'-0 5/16\"",
      "unit": "ft-in",
      "appliesTo": "left end of bent cap plan"
    },
    {
      "label": "dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "right end of bent cap plan"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "bent cap plan, TYP."
    },
    {
      "label": "dimension",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan end detail"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan beam spacing"
    },
    {
      "label": "dimension",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "6'-10 9/16\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 Right bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 189.11",
      "unit": "",
      "appliesTo": "right end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "over each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "left end reinforcement at equal spaces"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, TYP. EA. BAY"
    },
    {
      "label": "spacing",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end of elevation"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "elevation beam spacing"
    },
    {
      "label": "dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end of elevation"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 Right elevation"
    }
  ],
  "notes": [
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "PLAN",
    "(BENT 1 RIGHT)",
    "ELEVATION",
    "(BENT 1 RIGHT LOOKING BACK)",
    "AHEAD",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "℄ BEAM 12",
    "℄ BEAM 11",
    "℄ BEAM 10",
    "℄ BEAM 9",
    "℄ BEAM 8",
    "℄ BEAM 7",
    "A",
    "B",
    "B.F.P.R.",
    "BEGIN B.F.P.R. STA. 17+… (partial)"
  ],
  "description": "This crop contains a plan and elevation detail of the Bent 1 Right substructure, including a continuous bent cap supported by six visible piles. The plan establishes beam centerlines, skew and cap geometry, while the elevation shows the stepped cap elevations, pile locations, reinforcement callouts, and end details."
}

bent_1_rightDetail

  • bent cap×1long rectangular member with curved end details in planreinforced concreteShown in plan and elevation for Bent 1 Right; member designation is not printed in this crop.

3" in formed hole diameter12" in formed hole depth1 1/2" in smooth dowel diameter81°-20'-05.0" skew angle81°-20'-05.0" skew angle22'-0" ft-in dimension17+19.65 station3'-0 5/16" ft-in dimension+34 more

crop

p13_r06

page 13 · cap_coping_wingwall_p13_r06
Original
p13_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "vertical supports beneath cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Lower portions are interrupted by break symbols."
    },
    {
      "name": "tapered transition between cap and wall",
      "tag": "",
      "shape": "haunched/tapered",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Labeled COPING."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 1,
      "note": "Front face is called out; wall continues below the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Shown only in the partial Section B-B at left."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum clear cover",
      "value": "2\" MIN. CL.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "Cap-to-wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Partial SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION B-B (partial)",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section titled SECTION AT END BENT AND WALL, with a rectangular cap, two partial vertical supports beneath it, a tapered transition, coping, and the front face of a wall. A partial adjacent Section B-B detail is visible at the left edge, including dimensions and reinforcement callouts."
}

p13_r06Section

  • cap×1rectangular with chamfered cornersLabeled CAP.
  • tapered transition between cap and wall×1haunched/tapered

3'-0" horizontal dimension2" MIN. CL. minimum clear cover1'-0" TYP. typical vertical dimension2'-0" MIN. minimum vertical dimension2" CL. 3 SIDES clear cover, 3 sides1'-6" horizontal dimension6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension+3 more

crop

p13_r07

page 13 · end_bent_cap_p13_r07
Original
p13_r07
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "end bent cap",
      "tag": "",
      "shape": "rectangular with rounded outside corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section A-A."
    },
    {
      "name": "vertical column or stem",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the upper portion beneath the cap is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#12",
      "shape": "straight bar",
      "material": "steel",
      "count": 2,
      "note": "Two bars shown at the top of the cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "4#10",
      "shape": "straight bar",
      "material": "steel",
      "count": 4,
      "note": "Callout at left side of cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#10",
      "shape": "straight bar",
      "material": "steel",
      "count": 4,
      "note": "Callout at right side of cap."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end bent cap reinforcement"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end bent cap reinforcement"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows Section A-A through a reinforced-concrete end bent cap and the upper portion of a centered rectangular vertical stem or column. The section documents cap dimensions, reinforcement callouts, and concrete clear-cover requirements."
}

p13_r07Cross Section

  • end bent cap×1rectangular with rounded outside cornersreinforced concreteShown in Section A-A.

3'-0" overall width1'-6" half width1'-6" half width2" minimum clear cover1'-0" typical vertical dimension2'-0" minimum overall depth2" clear cover, 3 sides1'-6" half width+2 more

crop

p13_r01 plan of end bent 1 cap and pile spacing right side

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r01_plan_of_end_bent_1_cap_and_pile_spacing_right_side
Original
p13_r01 plan of end bent 1 cap and pile spacing right side
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long transverse cap shown in plan."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile center locations are shown within the bent cap."
    },
    {
      "name": "beam",
      "tag": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Only the callout is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "3'-0 7/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 1/2”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Left end vertical dimension",
      "value": "3'-0 7/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Right end vertical dimension",
      "value": "5'-1 3/4”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "℄ SR 21 EB = PGL"
    },
    {
      "label": "Dimension ahead",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dowel-hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dowel-hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "2-#12",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "PLAN",
    "(BENT 1 RIGHT)",
    "B.F.P.R.",
    "℄ BRG.",
    "℄ SR 21 EB = PGL",
    "AHEAD",
    "STA. 17+19.65",
    "A",
    "B",
    "BEGIN B.F.P.R. STA. 17... partial",
    "℄ SR 21... partial"
  ],
  "description": "This crop shows the plan view for BENT 1 RIGHT, including a rectangular transverse bent cap, four pile center locations, and centerlines for BEAM 7 through BEAM 12. The lower edge of the crop includes only partial adjacent section/elevation information and associated elevation and reinforcement callouts."
}

p13_r01 plan of end bent 1 cap and pile spacing right sidePlan

  • bent capBENT 1 RIGHT×1rectangularLong transverse cap shown in plan.

81°-20'-05.0” Skew angle, typical1'-6” Dimension3'-0” Dimension2 3/4” Typical dimension2'-9 3/8” Dimension3'-0 7/8” End dimension7'-7 1/16” Typical beam spacing6'-10 1/2” Beam spacing+21 more

crop

p13_r03 elevation bent 1 left looking back

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r03_elevation_bent_1_left_looking_back
Original
p13_r03 elevation bent 1 left looking back
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in elevation, left looking back."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "",
      "count": 6,
      "note": "Piles are shown partially below the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callouts indicate 4-#11 at equal spaces at each end, 4-#11 over each pile, and 7-#11 at equal spaces typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "straight",
      "material": "steel",
      "count": 4,
      "note": "Callout: 4-#10."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "Callout: 2-#12."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "spacing",
      "value": "10″, TYP.",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "length",
      "value": "2′-10 1/8″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "bay spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "length",
      "value": "3′-3 5/8″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "overall length",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    }
  ],
  "notes": [
    "4-#11 AT EQ. SPACES",
    "4-#11 OVER EACH PILE",
    "4-#10",
    "2-#12",
    "2-#15A, TYP.",
    "2-#15B",
    "2-#15C",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 LEFT LOOKING BACK)"
  ],
  "description": "This crop shows the elevation reinforcement layout for BENT 1, viewed left looking back. A reinforced-concrete bent cap is shown supported on six partially shown piles, with cap elevations, pile/bay spacing, overall length, and reinforcement callouts."
}

p13_r03 elevation bent 1 left looking backElevation

  • bent capBENT 1×1long rectangular member with stepped/sloping top profilereinforced concreteShown in elevation, left looking back.

EL. 189.16 ElevationEL. 189.23 ElevationEL. 185.75 ElevationEL. 185.65 ElevationEL. 185.52 ElevationEL. 185.39 ElevationEL. 185.26 ElevationEL. 185.10 Elevation+9 more

crop

p13_r04 elevation bent 1 right looking back

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r04_elevation_bent_1_right_looking_back
Original
p13_r04 elevation bent 1 right looking back
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular member with stepped and sloping top profile and raised rectangular end portions",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on five vertical pile elements."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Only the upper portions beneath the bent cap are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#10",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out over each pile and at the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#12",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces at each end and at equal spaces typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.03",
      "unit": "EL.",
      "appliesTo": "left raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "188.10",
      "unit": "EL.",
      "appliesTo": "left raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "184.75",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "184.96",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.13",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.30",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.47",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.62",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "189.00",
      "unit": "EL.",
      "appliesTo": "right raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "189.11",
      "unit": "EL. EL.",
      "appliesTo": "right raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "182.59",
      "unit": "EL.",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "183.62",
      "unit": "EL.",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Pile-end dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile spacing at left end"
    },
    {
      "label": "Pile-end dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile spacing at right end"
    },
    {
      "label": "End segment length",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Bay length",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "five pile bays"
    },
    {
      "label": "End segment length",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Overall length",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "4-#11 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "each end"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "7-#11 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "typical each bay"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#12",
    "4-#10",
    "2-#15A, TYP.",
    "2-#15B",
    "2-#15C",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 RIGHT LOOKING BACK)"
  ],
  "description": "This crop is an elevation of Bent 1, viewed looking back. It shows a reinforced concrete bent cap with raised end portions, supported on five visible piles, together with cap and pile reinforcement callouts, elevations, and pile-bay dimensions."
}

p13_r04 elevation bent 1 right looking backElevation

  • bent capBENT 1×1long rectangular member with stepped and sloping top profile and raised rectangular end portionsreinforced concreteShown supported on five vertical pile elements.

188.03 EL. Elevation188.10 EL. Elevation184.75 EL. Elevation184.96 EL. Elevation185.13 EL. Elevation185.30 EL. Elevation185.47 EL. Elevation185.62 EL. Elevation+17 more

crop

p13_r06 schematic of cap coping and front face wall alignment

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r06_schematic_of_cap_coping_and_front_face_wall_alignment
Original
p13_r06 schematic of cap coping and front face wall alignment
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; reinforcement lines are shown within the cap."
    },
    {
      "name": "vertical support members below cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Extend below the crop with a break line."
    },
    {
      "name": "connecting haunch or bracket between cap and wall",
      "tag": "",
      "shape": "tapered and stepped",
      "material": "",
      "count": 1,
      "note": "Connects the cap to the wall/coping assembly."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at the top of the wall."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 1,
      "note": "Front face is identified; wall continues below the crop with a break line."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "bent bar lines",
      "material": "",
      "count": null,
      "note": "Reinforcement is diagrammatically shown inside the cap; no bar mark is legible in this portion."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal distance from B.F.P.R. reference to wall",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum cap height",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum clearance",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clearance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial dimension at left crop edge",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "SECTION B-B (partial)",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a cross section titled SECTION AT END BENT AND WALL. A cap supported by two vertical members is connected by a tapered/stepped section to a wall with coping; the front face of the wall is identified. A partial adjacent Section B-B is visible along the left edge of the crop."
}

p13_r06 schematic of cap coping and front face wall alignmentCross Section

  • cap×1rectangular with chamfered cornersLabeled CAP; reinforcement lines are shown within the cap.
  • connecting haunch or bracket between cap and wall×1tapered and steppedConnects the cap to the wall/coping assembly.

6'-0" MIN. minimum horizontal distance from B.F.P.R. reference to wall3'-0" cap width2'-0" MIN. minimum cap height2" MIN. minimum clearance1'-0" typical vertical dimension2" clearance, 3 sides1'-6" horizontal dimension3'-0" partial dimension at left crop edge+1 more

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

  • bent cap×1rectangularShown in elevation below the plan; 44-421 at equal spaces is called out.

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

bent_2_right

page 14 · bent_2_right
Original
bent_2_right
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation; reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown beneath each visible column."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile tops are visible below the two footings; pile connection detail is also shown."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown; double bars are indicated at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Column reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out in note to extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "SR 21 / bent"
    },
    {
      "label": "dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "SR 21 alignment"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "bent"
    },
    {
      "label": "skew angle",
      "value": "81°-20’-05.0”",
      "unit": "",
      "appliesTo": "bent, TYP."
    },
    {
      "label": "formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "formed 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": "cap vertical dimension",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "1’-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "2’-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap overall depth",
      "value": "4’-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap horizontal offset",
      "value": "2’-3 5/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "horizontal dimension",
      "value": "2’-9 3/8”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "end dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "42’-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4’-0” MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "cover / offset",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "offset",
      "value": "8”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "25’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "8’-9”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar extension",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "#21A bars"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar minimum length",
      "value": "24” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS #22 NOT SHOWN.",
    "EXTEND BARS #21A 3’-6” INTO CAP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "℄ BENT",
    "℄ BEARING",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 2 RIGHT)",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "BRIDGE NO. 1 LT. AND RT.",
    "P.I. NO.",
    "0019181",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y"
  ],
  "description": "This crop shows the Plan (Bent 2 Right) and the principal Elevation (Bent 2 Right Looking Ahead) for Intermediate Bent 2. The elevation depicts a sloping reinforced bent cap supported by Columns 3 and 4 on separate footings with visible steel H-piles, and the crop also includes a pile connection detail."
}

bent_2_rightElevation

  • bent cap×1rectangularShown in plan and elevation; reinforcement callouts are shown.

81°-20'-05.0” skew angle22’-0” dimension17+74.65 station81°-20’-05.0” skew angle3” formed hole diameter12” formed hole depth1 1/2” smooth dowel bar diameter11 1/2” cap vertical dimension+50 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

  • bent cap×1rectangularShown in plan at Bent 2 Left.

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

crop

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

  • bent capBENT 2 RIGHT×1rectangularPlan footprint shown with bearing locations.

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

crop

p14_r03 elevation of bent columns and footing left

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r03_elevation_of_bent_columns_and_footing_left
Original
p14_r03 elevation of bent columns and footing left
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap shown spanning between Column 1 and Column 2."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column elevation includes reinforcement and mechanical-coupler callout."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at right with typical footing detail."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One detailed beneath Column 1 and one typical beneath Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; portions are cut off by the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "linear",
      "material": "",
      "count": 44,
      "note": "Bent-cap reinforcement, at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "linear",
      "material": "",
      "count": 49,
      "note": "Column reinforcement callouts include 12-521 each side and 25-521 at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "linear",
      "material": "",
      "count": 28,
      "note": "Callout is 14-522 DBL at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "linear",
      "material": "",
      "count": 32,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; note states typical."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "1122"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "520"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "1123"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "420"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    }
  ],
  "notes": [
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR’S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "SUBSTRUCTURE QUA",
    "ITEM",
    "BENT"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead. It documents a reinforced-concrete bent cap supported by Columns 1 and 2, including column reinforcement, a detailed footing at Column 1, and a typical footing arrangement at Column 2. A partial substructure quantity table is visible at the lower-right edge."
}

p14_r03 elevation of bent columns and footing leftElevation

  • bent cap×1rectangular, stepped top profilereinforced concreteCap shown spanning between Column 1 and Column 2.

44-421 AT EQ. SPS. reinforcement quantity and spacingEL. 185.78 (BK) elevationEL. 185.23 (AH) elevationEL. 185.96 (BK) elevationEL. 185.41 (AH) elevationEL. 186.10 (BK) elevationEL. 185.55 (AH) elevationEL. 186.24 (BK) elevation+54 more

crop

p14_r04 elevation of bent columns and footing right

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r04_elevation_of_bent_columns_and_footing_right
Original
p14_r04 elevation of bent columns and footing right
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped/sloping top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column continues through a break symbol between cap and footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown from cap to footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "not stated",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; piles extend below the crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "#21",
      "shape": "straight",
      "material": "steel",
      "count": 44,
      "note": "Cap longitudinal reinforcement, at equal spacing."
    },
    {
      "name": "reinforcing bar",
      "tag": "#22",
      "shape": "straight",
      "material": "steel",
      "count": 16,
      "note": "Eight #22 bars are called out at each indicated cap region."
    },
    {
      "name": "reinforcing bar",
      "tag": "#23",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "reinforcing bar",
      "tag": "#20",
      "shape": "straight",
      "material": "steel",
      "count": 12,
      "note": "Column 3 reinforcement, series."
    },
    {
      "name": "reinforcing bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar",
      "material": "steel",
      "count": null,
      "note": "Partial bar-bend detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap / COLUMN 3 region"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement series",
      "value": "12-#121 SERIES",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "4-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, typical",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "INTERMEDIATE BENT 2",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop shows the elevation of Intermediate Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. A reinforced-concrete bent cap is supported by Columns 3 and 4 on individual footings, with two visible pile locations beneath each footing. Cap elevations, reinforcing-bar callouts, footing elevation, and a partial #8 bar bend detail are included."
}

p14_r04 elevation of bent columns and footing rightElevation

  • bent cap×1rectangular, stepped/sloping top profilereinforced concreteCap reinforcement callouts are shown.

44-#21 AT EQ. SPS. cap reinforcement spacingEL. 186.42 elevation, BKEL. 185.84 elevation, AHEL. 186.29 elevation, BKEL. 185.75 elevation, AHEL. 186.12 elevation, BKEL. 185.58 elevation, AHEL. 185.94 elevation, BK+30 more

crop

p14_r05 general construction notes for bent 2

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r05_general_construction_notes_for_bent_2
Original
p14_r05 general construction notes for bent 2
{
  "view": "Notes",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections and bar extension."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections."
    },
    {
      "name": "reinforcement bars",
      "tag": "422",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "1121A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "Bar extension into cap",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121A"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP."
  ],
  "labels": [
    "NOTES:",
    "BRIDGE SHEET NO.16"
  ],
  "description": "This crop is a notes block for bridge cap, column, and footing work. It refers to Bridge Sheet No.16 for sections, notes that bars 422 are not shown, and requires bars 1121A to extend 3'-6\" into the cap."
}

p14_r05 general construction notes for bent 2Notes

  • capReferenced for sections and bar extension.

3'-6" Bar extension into cap

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

  • bent cap℄ BENT×1rectangularShown in plan above the elevation.

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

  • bent cap×1long rectangular capreinforced concreteShown in both the Bent 3 Right plan and elevation.

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

  • bent cap×1rectangularPlan identified as BENT 3 LEFT; centerline of bent is shown.

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

  • bent cap×1rectangularPlan view labeled ℄ BENT.

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

crop

p15_r03 elevation of bent 3 right columns and footing

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r03_elevation_of_bent_3_right_columns_and_footing
Original
p15_r03 elevation of bent 3 right columns and footing
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/haunched underside",
      "material": "",
      "count": 1,
      "note": "Shown in elevation; plan of BENT 3 RIGHT is partially visible above."
    },
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the left."
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the right."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing beneath each visible column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Two pile locations are visible beneath each footing; pile connection detail is partially visible at lower left."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "",
      "material": "",
      "count": 49,
      "note": "Callouts show 12-531 at each end and 25-531 at equal spaces in the center."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "",
      "material": "",
      "count": 28,
      "note": "Two callouts of 14-532 DBL are shown."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 1,
      "note": "Partial pile connection detail."
    },
    {
      "name": "Beam centerline",
      "tag": "BEAM 7 through BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerline labels are visible in the partial plan at top of crop."
    }
  ],
  "measurements": [
    {
      "label": "Beam spacing/overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BEAM 7 through BEAM 12"
    },
    {
      "label": "Cap reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "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": "Bent cap"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 3 region"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 4 region"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap left end to COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 3 to COLUMN 4"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 4 to bent cap right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "342 KIPS",
      "unit": "",
      "appliesTo": "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": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "E SHEET NO. 16 FOR CAP, ND FOOTING SECTIONS. (partial)",
    "' NOT SHOWN. (partial)",
    "BARS 1131A 3'-9\" INTO CAP. (partial)",
    "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.",
    "NO SCALE",
    "SCALE: ¼\" = 1'-0\" (UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "PILE CONNECTION DETAIL (partial)",
    "PLAN DRIVING OBJECTIVE",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "MAY 2025",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop primarily shows the elevation for Intermediate Bent 3, identified as BENT 3 RIGHT LOOKING AHEAD, with a continuous cap supported by Columns 3 and 4 on individual footings and steel H-piles. A partial plan of the bent cap and beam centerlines is visible at the top, and a partial H-pile connection detail and title block are visible at the bottom."
}

p15_r03 elevation of bent 3 right columns and footingElevation

  • Bent cap×1rectangular, stepped/haunched undersideShown in elevation; plan of BENT 3 RIGHT is partially visible above.

42'-6" Beam spacing/overall dimension44-431 AT EQ. SPS. Cap reinforcement spacingEL. 186.60 (AH) ElevationEL. 186.04 (BK) ElevationEL. 186.49 (AH) ElevationEL. 185.94 (BK) ElevationEL. 186.35 (AH) ElevationEL. 185.79 (BK) Elevation+41 more

crop

p15_r04 elevation of bent 3 left columns and footing

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r04_elevation_of_bent_3_left_columns_and_footing
Original
p15_r04 elevation of bent 3 left columns and footing
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/sloping top",
      "material": "",
      "count": 1,
      "note": "Top transverse member shown across two columns."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Left column shown with reinforcing and mechanical coupler callout."
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Right column shown schematically."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Left footing is detailed; right footing is shown typical."
    },
    {
      "name": "Reinforcement bar",
      "tag": "431",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callout: 44-431 AT EQ. SPS."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callouts include 12-531 and 25-531 AT EQ. SPS."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callout: 14-532 DBL."
    },
    {
      "name": "Reinforcement bar",
      "tag": "630",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Column reinforcement callouts at 6 inch and 12 inch maximum spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "631",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Column reinforcement callouts at 6 inch and 12 inch maximum spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131",
      "shape": "bar",
      "material": "",
      "count": 12,
      "note": "Column 1 reinforcement series."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130",
      "shape": "bar",
      "material": "",
      "count": 12,
      "note": "Column 1 reinforcement series."
    },
    {
      "name": "Reinforcement bar",
      "tag": "430",
      "shape": "bar",
      "material": "",
      "count": 14,
      "note": "Footing reinforcement callout at equal spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "930",
      "shape": "bar",
      "material": "",
      "count": 18,
      "note": "Footing reinforcement callout at equal spacing."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Required construction joint shown at top of footing."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Typical mechanical coupler indicated in Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "431"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement callout",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "1132"
    },
    {
      "label": "Reinforcement callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "530"
    },
    {
      "label": "Reinforcement callout",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "1133"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "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": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Horizontal dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "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": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-1131 SERIES",
      "unit": "",
      "appliesTo": "1131"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "1130"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "430"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Cover dimension",
      "value": "4\", TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Cover dimension",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Reinforcement spacing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "930"
    },
    {
      "label": "Horizontal dimension",
      "value": "4'-9\" TYP.",
      "unit": "",
      "appliesTo": "Column 2 footing"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "Column 2 footing"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Horizontal dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation of Bent 3, left looking ahead. It shows a stepped/sloping bent cap supported by Column 1 and Column 2, with reinforced concrete footings below; the left column and footing are reinforced in detail while the right footing is shown typical. Reinforcing-bar marks, elevation callouts, dimensions, construction-joint information, and a mechanical-coupler note are included."
}

p15_r04 elevation of bent 3 left columns and footingElevation

  • Bent cap×1rectangular, stepped/sloping topTop transverse member shown across two columns.

44-431 AT EQ. SPS. Reinforcement spacingEL. 185.79 (AH) ElevationEL. 185.24 (BK) ElevationEL. 185.98 (AH) ElevationEL. 185.44 (BK) ElevationEL. 186.14 (AH) ElevationEL. 185.60 (BK) ElevationEL. 186.30 (AH) Elevation+63 more

Page 16

crop

p16_r03

page 16 · bent_cap_p16_r03
Original
p16_r03
{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Sectioned concrete outline is shown with bearing centerlines above."
    },
    {
      "name": "Reinforcement bars",
      "tag": "520 OR 530",
      "shape": "",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Two bars are shown in the raised portion of the cap."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1121 OR 1131",
      "shape": "",
      "material": "reinforcement steel",
      "count": 8,
      "note": "Bars are called out along the upper portion of the section."
    },
    {
      "name": "Reinforcement bars",
      "tag": "421 OR 431",
      "shape": "",
      "material": "reinforcement steel",
      "count": 44,
      "note": "Perimeter/side reinforcement callout."
    },
    {
      "name": "Reinforcement bars",
      "tag": "521 OR 531",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "Callout points to vertical side reinforcement."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1123 OR 1133",
      "shape": "",
      "material": "reinforcement steel",
      "count": 8,
      "note": "Bars are called out along the bottom of the section."
    },
    {
      "name": "Reinforcement bars",
      "tag": "422 OR 432",
      "shape": "",
      "material": "reinforcement steel",
      "count": 5,
      "note": "Called out each face."
    }
  ],
  "measurements": [
    {
      "label": "Overall cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Width from CL BENT to left side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Width from CL BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Left bearing layout spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bearing layout spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bearing layout spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Right bearing layout spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum overall height",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bottom vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Bars 520 OR 530",
      "value": "2",
      "unit": "",
      "appliesTo": "520 OR 530"
    },
    {
      "label": "Bars 1121 OR 1131",
      "value": "8",
      "unit": "",
      "appliesTo": "1121 OR 1131"
    },
    {
      "label": "Bars 421 OR 431",
      "value": "44",
      "unit": "",
      "appliesTo": "421 OR 431"
    },
    {
      "label": "Bars 1123 OR 1133",
      "value": "8",
      "unit": "",
      "appliesTo": "1123 OR 1133"
    },
    {
      "label": "Bars 422 OR 432",
      "value": "5",
      "unit": "",
      "appliesTo": "422 OR 432"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-422 OR 5-432 EACH FACE",
    "2\" CL., 3 SIDES",
    "2\" MIN. CL. (partial at right edge)"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows SECTION A-A through a stepped rectangular bent cap, with the bent centerline and two bearing centerlines indicated. It documents cap geometry, bearing layout dimensions, clear cover, and reinforcing-bar callouts."
}

p16_r03Section

  • Bent cap×1stepped rectangularSectioned concrete outline is shown with bearing centerlines above.

4'-3" Overall cap width2'-1½" Width from CL BENT to left side2'-1½" Width from CL BENT to right side11½" Left bearing layout spacing1'-2" Bearing layout spacing1'-2" Bearing layout spacing11½" Right bearing layout spacing4'-0" Minimum overall height+8 more

crop

p16_r04

page 16 · bent_cap_p16_r04
Original
p16_r04
{
  "view": "Section",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned cap is shown with reinforcing steel and bearing centerlines."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Top reinforcing bar callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121 OR 1131",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Top reinforcing bar callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "vertical bar",
      "material": "reinforcing steel",
      "count": 44,
      "note": "Side reinforcing bar callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "horizontal bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "vertical bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123 OR 1133",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Bottom reinforcing bar callout."
    }
  ],
  "measurements": [
    {
      "label": "overall top width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "width from left side to CL BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "width from CL BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left outside width to CL BRNG.",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left bearing centerline spacing to CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right bearing centerline spacing from CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "right CL BRNG. to outside width",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum overall height",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum clearance, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "clearance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-520 OR 2-530",
      "unit": "",
      "appliesTo": "520 OR 530"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-1121 OR 8-1131",
      "unit": "",
      "appliesTo": "1121 OR 1131"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "44-421 OR 44-431",
      "unit": "",
      "appliesTo": "421 OR 431"
    },
    {
      "label": "reinforcement mark",
      "value": "522 OR 532",
      "unit": "",
      "appliesTo": "522 OR 532"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "422 OR 432"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-1123 OR 8-1133",
      "unit": "",
      "appliesTo": "1123 OR 1133"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-422 OR 5-432 EACH FACE",
    "2\" CL., 3 SIDES",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "522 OR 532",
    "8-1123 OR 8-1133"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION B-B"
  ],
  "description": "This crop shows SECTION B-B through a stepped reinforced-concrete bent cap. The section documents cap geometry, bent and bearing centerlines, concrete clearance requirements, and reinforcing-bar marks and quantities."
}

p16_r04Section

  • bent cap×1stepped rectangular sectionreinforced concreteSectioned cap is shown with reinforcing steel and bearing centerlines.

4'-3" overall top width2'-1½" width from left side to CL BENT2'-1½" width from CL BENT to right side11½" left outside width to CL BRNG.1'-2" left bearing centerline spacing to CL BENT1'-2" right bearing centerline spacing from CL BENT11½" right CL BRNG. to outside width4'-0" minimum overall height+9 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

  • bent cap×1long rectangularreinforced concreteShown in plan and elevation for Bent 4 Left.

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

p17_r11

page 17 · bent_cap_p17_r11
Original
p17_r11
{
  "view": "Section",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Cross-sectioned cap with reinforcement shown."
    },
    {
      "name": "pier column / stem",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only upper portion is visible below the cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-242",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two top bars indicated; callout text is as legible in crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Four corner bars indicated; callout text is as legible in crop."
    }
  ],
  "measurements": [
    {
      "label": "overall cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clear cover minimum",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap depth minimum",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pier column / stem"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "half cap width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "440",
    "441",
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A, a cross section through a rectangular bent cap and the upper portion of a centered rectangular pier column or stem. The cap reinforcement arrangement, clear-cover requirements, and cap dimensions are shown; adjacent drawing content is cropped at both sides."
}

p17_r11Section

  • bent cap×1rectangular with chamfered lower cornersCross-sectioned cap with reinforcement shown.

3'-0" overall cap width1'-6" half cap width1'-6" half cap width2" MIN. clear cover minimum2'-0" MIN. cap depth minimum1'-0" typical dimension2" clear cover, 3 sides1'-6" half cap width+2 more

crop

p17_r13

page 17 · cap_p17_r13
Original
p17_r13
{
  "view": "Section",
  "objects": [
    {
      "name": "Cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": null,
      "note": "One complete cap section is shown at left; a second cap depiction is partial at right."
    },
    {
      "name": "Reinforcement bar",
      "tag": "442",
      "shape": "circular bar cross sections",
      "material": "",
      "count": 2,
      "note": "Shown near the top of the left cap section."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1040",
      "shape": "circular bar cross sections",
      "material": "",
      "count": 4,
      "note": "Shown at the four corner locations of the left cap section."
    },
    {
      "name": "Reinforcement bar",
      "tag": "445",
      "shape": "circular bar cross sections with vertical extensions below cap",
      "material": "",
      "count": 2,
      "note": "Marked SERIES; lower portions extend beyond the crop."
    }
  ],
  "measurements": [
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "reinforcement quantity and tag",
      "value": "2-442",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "reinforcement quantity and tag",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "typical depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "reinforcement quantity and tag",
      "value": "2-445",
      "unit": "",
      "appliesTo": "445"
    },
    {
      "label": "clearance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "cap width, partial right-hand depiction",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum depth, partial right-hand depiction",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2'-0\" MIN.",
    "2\" CL. 3 SIDES",
    "2-445 SERIES"
  ],
  "labels": [
    "B.F.P.R.",
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION B-B through a cap, including its rectangular section geometry, clear cover requirements, and reinforcement callouts. The right side of the crop contains only a partial additional cap depiction at the B.F.P.R. line."
}

p17_r13Section

  • Caprectangular with chamfered cornersOne complete cap section is shown at left; a second cap depiction is partial at right.

3'-0" cap width2-442 reinforcement quantity and tag4-1040 reinforcement quantity and tag2" minimum clear cover1'-0" typical depth2'-0" minimum depth1'-6" half-width1'-6" half-width+5 more

crop

p17_r09

page 17 · end_bent_wall_and_cap_p17_r09
Original
p17_r09
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Two piles are shown beneath the cap; note states all piles shall be steel H, HP 12 X 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Callout identifies FRONT FACE OF WALL."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies COPING at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap/wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R piles"
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "C.L.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported by two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantities table for Bent 4 left and right."
}

p17_r09Section

  • cap×1rectangular with chamfered lower cornersLabeled CAP.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension2'-0" MIN. minimum vertical dimension212 KIPS maximum factored axial load326 KIPS driving resistance122 minimum tip elevation144 minimum tip elevation12.0 CY Class AA concrete quantity+4 more

crop

p17_r03 plan view of end bent 4 left beam layout

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r03_plan_view_of_end_bent_4_left_beam_layout
Original
p17_r03 plan view of end bent 4 left beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 4 LEFT",
      "shape": "long rectangular",
      "material": "",
      "count": 1,
      "note": "Plan shows the cap at six beam centerline locations."
    },
    {
      "name": "formed dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Callout indicates smooth dowels; typical."
    },
    {
      "name": "bridge beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by centerline references only."
    }
  ],
  "measurements": [
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Distance ahead",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Cap half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Cap half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left end dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Right end dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left overall segment",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 1–BEAM 6"
    },
    {
      "label": "Right overall segment",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Left end width dimension",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Right end width dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "℄ BRG.",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "AHEAD",
    "PLAN"
  ],
  "description": "This crop is a plan view titled PLAN (BENT 4 LEFT), showing a long rectangular bent cap aligned at an angle to SR 21 WB = PGL. Six beam centerlines are referenced along the cap, with four typical formed holes for smooth dowels and detail references at both ends."
}

p17_r03 plan view of end bent 4 left beam layoutPlan

  • bent capBENT 4 LEFT×1long rectangularPlan shows the cap at six beam centerline locations.

3" Dowel hole diameter12" Dowel hole depth1 1/2" Smooth dowel diameter81°-20'-05.0" Angle81°-20'-05.0" Angle22'-0" Distance ahead1'-6" Cap half-width1'-6" Cap half-width+19 more

crop

p17_r04 elevation bent 4 left looking ahead

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r04_elevation_bent_4_left_looking_ahead
Original
p17_r04 elevation bent 4 left looking ahead
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long stepped rectangular member",
      "material": "",
      "count": 1,
      "note": "Shown in elevation across Bent 4."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Vertical piles/supports are shown beneath the bent cap; dashed portions extend below the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "vertical straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out as 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at equal spaces; 7-441 at equal spaces typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "185.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.49",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.66",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.82",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "185.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "189.36",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "189.44",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "182.96",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "183.96",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "reinforcement bar 442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "reinforcement bar 1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A",
      "unit": "",
      "appliesTo": "reinforcement bar 445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "reinforcement bar 445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "reinforcement bar 445C"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-441",
      "unit": "",
      "appliesTo": "reinforcement bar 441"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441",
      "unit": "",
      "appliesTo": "reinforcement bar 441"
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "right end reinforcement"
    },
    {
      "label": "dimension",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end to first pile centerline"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "pile spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "between piles"
    },
    {
      "label": "dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "last pile centerline to right end"
    },
    {
      "label": "overall dimension",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-445A, TYP.",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)",
    "A",
    "B"
  ],
  "description": "This crop is an elevation of Bent 4, viewed left looking ahead. It shows a stepped bent cap supported by six rectangular piles, with elevation callouts, pile spacing dimensions, and reinforcing-bar callouts."
}

p17_r04 elevation bent 4 left looking aheadElevation

  • bent cap×1long stepped rectangular memberShown in elevation across Bent 4.

188.39 elevation188.45 elevation185.12 elevation185.32 elevation185.49 elevation185.66 elevation185.82 elevation185.96 elevation+24 more

crop

p17_r05 elevation bent 4 right looking ahead

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r05_elevation_bent_4_right_looking_ahead
Original
p17_r05 elevation bent 4 right looking ahead
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with sloping top and bottom edges",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning across six visible pile locations."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "",
      "count": 6,
      "note": "Vertical piles are shown below the bent cap."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One member is shown at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-442."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 4,
      "note": "4-1040."
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "4-441 AT EQ. SPACES at each end; 7-441 AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445B."
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-445C."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "left vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "left vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "right vertical end member"
    },
    {
      "label": "elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "right vertical end member"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A, TYP.",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile/bent cap reinforcement"
    },
    {
      "label": "dimension",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "Bent 4 Right dimension chain"
    },
    {
      "label": "overall dimension",
      "value": "44'-11 1/16\"",
      "unit": "",
      "appliesTo": "Bent 4 Right"
    }
  ],
  "notes": [],
  "labels": [
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)"
  ],
  "description": "This crop shows the elevation for Bent 4 Right looking ahead. It documents the sloping bent cap supported on six visible piles, its end members, reinforcement callouts, elevations, and the transverse dimension chain."
}

p17_r05 elevation bent 4 right looking aheadElevation

  • bent cap×1long rectangular member with sloping top and bottom edgesreinforced concreteShown spanning across six visible pile locations.

EL. 189.42 elevationEL. 189.50 elevationEL. 186.04 elevationEL. 185.93 elevationEL. 185.80 elevationEL. 185.67 elevationEL. 185.53 elevationEL. 185.37 elevation+24 more

crop

p17_r06 elevation of bent 4 right cap piles and piers

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r06_elevation_of_bent_4_right_cap_piles_and_piers
Original
p17_r06 elevation of bent 4 right cap piles and piers
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long horizontal rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between the two end upstanding members."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "narrow rectangular profile with dashed continuation below cap",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visibly shown beneath the bent cap; callout states 4-440 OVER EACH PILE."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "tall rectangular",
      "material": "",
      "count": 2,
      "note": "Unlabeled upstanding members at the left and right ends of the elevation."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-440",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": "OVER EACH PILE."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-442",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-1040",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445A",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445B",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-445C",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-441",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 7,
      "note": "AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-441",
      "shape": "not fully shown",
      "material": "reinforcing steel",
      "count": 4,
      "note": "AT EQ. SPACES."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "left end spacing",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "between left end reference line and first pile line"
    },
    {
      "label": "typical pile spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "right end spacing",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "between last pile line and right end reference line"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile/end spacing locations"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-445A, TYP.",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation titled ELEVATION (BENT 4 RIGHT LOOKING AHEAD). It shows a single bent cap supported at six visible pile locations, with two unlabeled upstanding end members and reinforcing-bar callouts. Section indicators A and B are shown along the elevation."
}

p17_r06 elevation of bent 4 right cap piles and piersElevation

  • bent cap×1long horizontal rectangular member with stepped/sloping top profileShown spanning between the two end upstanding members.

EL. 189.42 ElevationEL. 189.50 ElevationEL. 186.04 ElevationEL. 185.93 ElevationEL. 185.80 ElevationEL. 185.67 ElevationEL. 185.53 ElevationEL. 185.37 Elevation+9 more

crop

p17_r07 elevation of bent 4 left cap piles and piers

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r07_elevation_of_bent_4_left_cap_piles_and_piers
Original
p17_r07 elevation of bent 4 left cap piles and piers
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown in elevation for Bent 4."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical pile locations are visible beneath the bent cap; pile continuations are dashed below the cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states “OVER EACH PILE.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callouts state “AT EQ. SPACES” at both ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states “AT EQ. SPS. TYP. EA. BAY.”"
    },
    {
      "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": "Marked TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": ""
    },
    {
      "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": "Elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-440"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-441"
    },
    {
      "label": "bar quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "7-441"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-442"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "4-1040"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445A"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445B"
    },
    {
      "label": "bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-445C"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "length",
      "value": "2’-10 1/8”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bay length",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "length",
      "value": "3’-3 5/8”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "44’-1 1/16”",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 4 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation view of Bent 4, looking ahead. It shows a long bent cap supported at six visible pile locations, with elevations, pile/bay spacing, overall cap length, and reinforcing-bar callouts."
}

p17_r07 elevation of bent 4 left cap piles and piersElevation

  • bent cap×1long rectangular member with stepped/sloping top profileShown in elevation for Bent 4.

EL. 188.39 ElevationEL. 188.45 ElevationEL. 185.12 ElevationEL. 185.32 ElevationEL. 185.49 ElevationEL. 185.66 ElevationEL. 185.82 ElevationEL. 185.96 Elevation+22 more

crop

p17_r09 section through end bent cap wall and coping

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r09_section_through_end_bent_cap_wall_and_coping
Original
p17_r09 section through end bent cap wall and coping
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with rounded corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "Piles extend below the cap; lower portions are shown with break symbols."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with haunched connection to cap",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front face of wall."
    },
    {
      "name": "coping",
      "tag": "COPING",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "minimum distance from B.F.P.R. to wall/front reference",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "FRONT FACE OF WALL",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported on two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantity table for Bent 4 left and Bent 4 right."
}

p17_r09 section through end bent cap wall and copingSection

  • capCAP×1rectangular with rounded corners

6'-0" MIN. minimum distance from B.F.P.R. to wall/front reference3'-0" cap width2'-0" MIN. minimum cap depth3/4" = 1'-0" scale212 KIPS factored axial load326 KIPS pile driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R+4 more

crop

p17_r10 cross section of cap wall coping and piles

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r10_cross_section_of_cap_wall_coping_and_piles
Original
p17_r10 cross section of cap wall coping and piles
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with rounded lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; shown at end bent."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 x 53",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Piles are shown beneath the cap; drawing note states all piles shall be steel H, HP 12 x 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with stepped/sloped transition to cap",
      "material": "",
      "count": 1,
      "note": "Front face of wall is called out."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "section at end bent and wall"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "Bent 4L piles"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "Bent 4R piles"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4"
  ],
  "description": "This crop shows a section at an end bent and adjacent wall, including the cap, supporting steel H-piles, wall face, and coping. It also includes pile design and driving-objective notes and the upper portion of a substructure quantities table."
}

p17_r10 cross section of cap wall coping and pilesSection

  • cap×1rectangular with rounded lower cornersLabeled CAP; shown at end bent.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension212 KIPS maximum factored axial loadHP 12 X 53 pile designation326 KIPS driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R3/4" = 1'-0" scale

crop

p17_r13 cross section of bent cap reinforcement

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r13_cross_section_of_bent_cap_reinforcement
Original
p17_r13 cross section of bent cap reinforcement
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with chamfered/rounded corners as drawn",
      "material": "reinforced concrete",
      "count": null,
      "note": "Shown in Section B-B at left and partially in an adjacent cropped view at right."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "straight horizontal bars at top of cap",
      "material": "steel",
      "count": 2,
      "note": "Two bars are indicated near the top face."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "bent rectangular/perimeter bars as drawn",
      "material": "steel",
      "count": 4,
      "note": "Four bars are called out at the cap corners."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445 SERIES",
      "shape": "vertical bars extending below cap, with bends as drawn",
      "material": "steel",
      "count": 2,
      "note": "Shown extending below the cap; marked SERIES."
    }
  ],
  "measurements": [
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "typical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum cap depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "left half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "right half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "cap dimension in partial right-hand view",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum cap depth in partial right-hand view",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-442",
      "unit": "",
      "appliesTo": "2-442"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "4-1040"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-445",
      "unit": "",
      "appliesTo": "2-445 SERIES"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows Section B-B through a reinforced-concrete cap, including its bar callouts and cover dimensions. A partial adjacent view at right shows the cap labeled CAP, a B.F.P.R. reference line, and continuing reinforcement below the cap."
}

p17_r13 cross section of bent cap reinforcementSection

  • capCAPrectangular with chamfered/rounded corners as drawnreinforced concreteShown in Section B-B at left and partially in an adjacent cropped view at right.

3'-0" cap width2" minimum clear cover1'-0" typical dimension2'-0" minimum cap depth2" clear cover, 3 sides1'-6" left half-width1'-6" right half-width3'-0" cap dimension in partial right-hand view+5 more

Page 18

crop

p18_r12 plan of bent 1 right pile beam numbering

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r12_plan_of_bent_1_right_pile_beam_numbering
Original
p18_r12 plan of bent 1 right pile beam numbering
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial length of the cap is visible."
    },
    {
      "name": "beam",
      "tag": "BEAM 7–BEAM 12",
      "shape": "centerline locations shown",
      "material": "",
      "count": 6,
      "note": "Beam centerlines 7 through 12 are called out."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "BENT 1 RIGHT"
  ],
  "description": "This crop is a partial plan view labeled BENT 1 RIGHT. It shows a skewed bent-cap outline and the indicated centerline locations of Beams 7 through 12."
}

p18_r12 plan of bent 1 right pile beam numberingPlan

  • bent cap×1skewed rectangularOnly a partial length of the cap is visible.