Matched toRetaining Wallbridge.approach_earthwork_system.retaining_wallcheckon “Wall”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | not establishedThe readings provide bridge span and total bridge lengths, but no dimension establishing the physical length of Wall 1, Wall 2, or the tapered wall. | not found | |
| Wall ThicknessT_wallwants m/mm | not establishedNo wall thickness dimension is stated in the supplied wall readings. | not found | |
| HeightHwants m/mm | not establishedEL. 151.00 is shown as a typical elevation, but no wall base elevation or wall height dimension is provided; therefore wall height cannot be established. | not found | |
| Base WidthW_basewants m/mm | not establishedNo base width dimension for either wall is stated in the supplied readings. | not found | |
| ThicknessTwants m/mm | not establishedNo thickness dimension attributable to the wall is stated. Bridge and deck dimensions are not wall thicknesses. | not found | |
| Instance CountNwants count | 4 count2 WALL 1 instances + 2 WALL 2 instances = 4 wall instances.The plan explicitly identifies WALL 1 with count 2 at the left ends of the two bridge outlines and WALL 2 with count 2 at the right ends of the two bridge outlines. | derived | p1 · p01_r01 plan |
| Concrete Gradefck | not establishedNo concrete class, strength, or grade is stated for the walls in the supplied readings. | not found |
Worked out by openai/gpt-5.6-terra 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
Notes on the sheets that carry it
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1FUTURE GROUNDLINE
- p1APPROXIMATE EXISTING GROUNDLINE
- p558-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- wallWALL 1×2linearFront faces of Wall 1 are called out at the left ends of the two bridge outlines.
- wallWALL 2×2linearFront faces of Wall 2 are called out at the right ends of the two bridge outlines.
12'-1" minimum dimension74'-7 15/16" dimensionN. 2'-23'-16'-7" area dimension75'-10 15/16" dimension1'-9 1/2" minimum vertical clearance40'-0" gutter to gutter43'-7" gutter to gutter6'-0" spacing+29 more
p01_r07 planElevation
- wallWALL NO. 1×1vertical rectangularCallout identifies front face of wall.
- wallWALL NO. 2×1vertical rectangularCallout identifies front face of wall.
192’-0” *** TOTAL LENGTH OF BRIDGE55’-0” *** span length82’-0” *** span length55’-0” *** span length151.00 elevation
p01_r01Plan
- Wall 1WALL 1×2linearFront face shown at the left ends of the upper and lower bridge plans.
- Wall 2WALL 2×2linearFront face shown at the right ends of the upper and lower bridge plans.
12'-1" MIN. Minimum dimension74'-7 15/16" DimensionN 2°-23'-16.7" E Bearing75'-10 15/16" Dimension1'-9 1/2" Dimension6'-0" Dimension6'-0" Dimension40'-0" Gutter to gutter width+27 more
p01_r07Elevation
- wallWALL NO. 1×1vertical rectangularFront face is called out.
- wallWALL NO. 2×1vertical rectangularFront face is called out.
192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" *** span length82'-0" *** span length55'-0" *** span length151.00 elevation
Page 5
p05_r03 400 bars in top of slab overElevation
- tapered wall×1tapered polygonalVisible at the left end of the slab; its function is not labeled in this crop.
58-600 top-of-slab reinforcement callout2 bars between each pair of 400 bars400 bar designation