⚠ No class in the bridge ontology fits this itemAdd a class
The item is too generic; the ontology would need a generic reinforced-concrete structural member class.
How the sheets named it
Every dimension read for it62
- 6'-0"minimum horizontal distance from B.F.P.R. reference to wall referencenot attributedp13 · p13_r05 2 0 min
- 1'-6"half widthp13 · p13_r06 section a a
- 1'-6"half widthp13 · p13_r06 section a a
- EL. 184.75Elevationp13 · p13_r03
- EL. 184.96Elevationp13 · p13_r03
- EL. 185.13Elevationp13 · p13_r03
- EL. 185.30Elevationp13 · p13_r03
- EL. 185.47Elevationp13 · p13_r03
- EL. 185.62Elevationp13 · p13_r03
- 44′-1 1/16″Overall horizontal dimensionp13 · p13_r03
- 5'-4¾"overall horizontal dimensionp16 · p16_r04 other
- 5'-4¾″overall horizontal dimensionp16 · p16_r10 no scale
- 3Avertical dimension text, partialp16 · p16_r10 no scale
- 1'-0"Section widthp16 · p16_r12 section f f
- 3'-0 7/16"overall widthp16 · p16_r03
- 1'-0"section widthp16 · p16_r03
- 1’-0”Member widthp16 · p16_r05
- 1'-0"member widthp16 · p16_r11
- 1'-0"member widthp16 · p16_r12
- 5'-4¾"overall horizontal dimensionp16 · p16_r13
- EL. 189.42elevationnot attributedp17 · p17_r02 at eq sps
- EL. 189.50elevationnot attributedp17 · p17_r02 at eq sps
- EL. 186.04elevationnot attributedp17 · p17_r02 at eq sps
- EL. 185.93elevationnot attributedp17 · p17_r02 at eq sps
- EL. 185.80elevationnot attributedp17 · p17_r02 at eq sps
- EL. 185.67elevationnot attributedp17 · p17_r02 at eq sps
- EL. 185.53elevationnot attributedp17 · p17_r02 at eq sps
- EL. 185.37elevationnot attributedp17 · p17_r02 at eq sps
- EL. 184.04elevationnot attributedp17 · p17_r02 at eq sps
- EL. 183.25elevationnot attributedp17 · p17_r02 at eq sps
- EL. 188.67elevationnot attributedp17 · p17_r02 at eq sps
- EL. 188.71elevationnot attributedp17 · p17_r02 at eq sps
- EL. 185.12Elevationp17 · p17_r03 at eq sps
- EL. 185.32Elevationp17 · p17_r03 at eq sps
- EL. 185.49Elevationp17 · p17_r03 at eq sps
- EL. 185.66Elevationp17 · p17_r03 at eq sps
- EL. 185.82Elevationp17 · p17_r03 at eq sps
- EL. 185.96Elevationp17 · p17_r03 at eq sps
- 2′-10⅞″Left end segment dimensionp17 · p17_r03 at eq sps
- 7′-7¹⁄₁₆″Repeated bay dimensionp17 · p17_r03 at eq sps
- 3′-3⅝″Right end segment dimensionp17 · p17_r03 at eq sps
- 44′-1¹⁄₁₆″Overall dimensionp17 · p17_r03 at eq sps
- 2" CL. 3 SIDESclear cover, three sidesp17 · p17_r06 section a a
- 1'-6"half-width spacingp17 · p17_r06 section a a
- 1'-6"half-width spacingp17 · p17_r06 section a a
- 186.04Elevationp17 · p17_r02
- 185.93Elevationp17 · p17_r02
- 185.80Elevationp17 · p17_r02
- 185.67Elevationp17 · p17_r02
- 185.53Elevationp17 · p17_r02
- 185.37Elevationp17 · p17_r02
- 44'-1 1/16"Overall horizontal dimensionp17 · p17_r02
- 185.12elevationp17 · p17_r03
- 185.32elevationp17 · p17_r03
- 185.49elevationp17 · p17_r03
- 185.66elevationp17 · p17_r03
- 185.82elevationp17 · p17_r03
- 185.96elevationp17 · p17_r03
- 2'-10 1/8"end segment lengthp17 · p17_r03
- 7'-7 1/16"bay lengthp17 · p17_r03
- 3'-3 5/8"end segment lengthp17 · p17_r03
- 44'-1 1/16"overall lengthp17 · p17_r03
Notes on the sheets that carry it
- p132" MIN. CL.
- p131'-0" TYP.
- p132" CL. 3 SIDES
- p134-#10 OVER EACH PILE
- p132-#15A, TYP.
- p137-#11 AT EQ. SPS. TYP. EA. BAY
- p1310″, TYP.
- p134-#11 AT EQ. SPACES
- p165-443A E.A. FACE AT EQ. SPS.
- p163-443B E.A. FACE AT EQ. SPS.
- p165-#14 EA. FACE AT EQ. SPS.
- p165-#13A E.A. FACE AT EQ. SPS.
- p165-#43A E.A. FACE AT EQ. SPS.
- p165-#4 3A EA. FACE AT EQ. SPS.
- p163-#4 3B EA. FACE AT EQ. SPS.
- p174-440 OVER EACH PILE
- p174-441 AT EQ. SPACES
- p177-441 AT EQ. SPS. TYP. EA. BAY
- p172-445A, TYP.
- p172-442
- p174-1040
- p172-445B
- p172-445C
Every crop it was read in — the drawing beside what the model took off it
Page 13
p13_r05 2 0 minDetail
- connecting element×1tapered and offset parallel-line profileConnects the cap area to the wall area; identity is not labeled in the visible crop.
- rectangular block at wall×1rectangularAdjacent to the wall; callout text at right is cropped and reads only "C".
6'-0" minimum horizontal distance from B.F.P.R. reference to wall reference3'-0" horizontal cap dimension2'-0" minimum vertical cap dimension
p13_r06 section a aSection
- central supporting member×1rectangularOutlined rectangular member extends below the main rectangular concrete section; its lower extent is cut off by the crop.
3'-0" overall width1'-6" half width1'-6" half width2" minimum clear cover2'-0" minimum overall depth1'-0" typical vertical dimension2" clear cover, 3 sides1'-6" half width+2 more
p13_r03Elevation
- continuous stepped wall/beam×1long continuous member with stepped top edgeSupported at visible pile locations; full section and designation are not shown in this crop.
EL. 188.03 ElevationEL. 188.10 ElevationEL. 184.75 ElevationEL. 184.96 ElevationEL. 185.13 ElevationEL. 185.30 ElevationEL. 185.47 ElevationEL. 185.62 Elevation+16 more
Page 16
p16_r04 otherDetail
- rectangular member outline×1rectangularOnly the upper portion of the outlined member is visible in this crop.
5'-4¾" overall horizontal dimension
p16_r10 no scaleDetail
- rectangular member outline×1rectangularOnly the upper portion is visible in this crop.
5'-4¾″ overall horizontal dimension3A vertical dimension text, partial
p16_r12 section f fCross Section
- Rectangular member×1rectangularOutlined rectangular section; material is not stated in this crop.
1'-0" Section width5 443A reinforcement quantity3 443B reinforcement quantity
p16_r03Detail
- rectangular member×1rectangularShown in DETAIL 1 with reinforcement layout; SECTION A-A shows a 1'-0" wide section.
3'-0 7/16" overall width5-#11 reinforcement quantity5-#14 reinforcement quantity1'-0" section width
p16_r05Detail
- Rectangular member×1rectangularOnly a portion of the member is shown in the crop.
1’-0” Member width5-#13A Reinforcement quantity and designation
p16_r11Detail
- rectangular member×1rectangularOnly a portion of the member is shown in this crop.
1'-0" member width5-#43A reinforcing bar quantity and spacing
p16_r12Section
- rectangular member×1rectangularMember outline shown with longitudinal reinforcement.
1'-0" member width5-#4 3A reinforcement quantity3-#4 3B reinforcement quantity
p16_r13Detail
- Structural member outline×1rectilinear stepped outlineElement type is not labeled in this crop.
5'-4¾" overall horizontal dimension5-540A reinforcement quantity and mark4-540B reinforcement quantity and mark5-443A reinforcement quantity and mark3-443B reinforcement quantity and mark
Page 17
p17_r02 at eq spsElevation
- horizontal reinforced-concrete member×1long rectangular with stepped/sloping top profileExtends across the crop above the pile locations.
- vertical end member×2vertical rectangularOne is visible at each end of the horizontal member; identity is not labeled in this crop.
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+21 more
p17_r03 at eq spsElevation
- horizontal structural member×1long rectangular member with stepped top profileExtends between the two end vertical members; internal reinforcement is shown.
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+17 more
p17_r05 2 0 minDetail
- connecting member×1stepped/tapered profileConnects the cap area to the wall area.
6'-0" MIN. minimum horizontal distance from B.F.P.R. to wall reference line3'-0" horizontal cap dimension2'-0" MIN. minimum vertical cap dimension
p17_r06 section a aSection
- central vertical member×1rectangularMember continues below the sectioned concrete member; identity is not labeled in this crop.
3'-0" overall width1'-6" half-width spacing1'-6" half-width spacing2" MIN. CL. minimum clear cover2'-0" MIN. minimum depth1'-0" TYP. typical vertical dimension2" CL. 3 SIDES clear cover, three sides1'-6" half-width spacing+2 more
p17_r02Elevation
- longitudinal rectangular member×1rectangularContinuous member shown across the elevation.
189.42 Elevation189.50 Elevation186.04 Elevation185.93 Elevation185.80 Elevation185.67 Elevation185.53 Elevation185.37 Elevation+16 more
p17_r03Elevation
- longitudinal pile-supported member×1elongated stepped profile with sloping topExtends between the two end upstands shown in this crop.
188.39 elevation188.45 elevation185.12 elevation185.32 elevation185.49 elevation185.66 elevation185.82 elevation185.96 elevation+10 more