Matched toBridge Medianbridge.superstructure.deck_system.mediancheckon “Median”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | not establishedThe median wall is shown only in cross-section (giving width/height context) and mentioned by label in plan views (as 'MEDIAN WALL PCC M15') without a longitudinal dimension being called out. No arithmetic on the given numbers legitimately yields the wall's length. | not found | |
| WidthWwants m/mm | 2900 mmRead directly: 'Median gap'/'Median width'/'Median offset' = 2900mm, appliesTo 'C OF PROPOSED ROAD area' / 'median strip' / 'centerline of median to carriageway', appearing consistently across cross-section (abutment_deck_cross_section_p03_r01, structural_drawings...p03_r01) and plan crops (bridge_deck_and_approach_slab_p01_r05, deck_p01_r03, structural_drawings...p01_r03, p01_r05).The cross-section places the cantilever median wall centrally within the 2900mm gap between the two carriageway centerlines (C OF PROPOSED ROAD), and plan views repeatedly label this same 2900mm dimension as the median strip width. This is the best available reading for the median's transverse width, though it represents the overall median strip rather than a stated wall-stem thickness, so confidence is low. | readcheck | p3 · p03_r01p1 · p01_r05 |
| HeightHwants m/mm | not establishedHeight would require a stated top elevation and base elevation for the wall or an explicit stem height dimension; only pile cap/abutment cap levels (ACTL, PCTL, PCBL, pile tip) are given, none of which correspond to the median wall's own top or base level. No honest derivation is possible from the available numbers. | not found |
Worked out by anthropic/claude-sonnet-5 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
- p1SHOWING FOUNDATION LEVEL
- p1TO KHANDWA
- p1ℂ OF EXP. JOINT
- p1INDEPENDENT RETAINING WALL
- p1MEDIAN WALL PCC M15
- p1RET./ TOE WALL
- p1New Construction (partial text under PROPOSAL in Key Plan table)
- p1PROPOSAL: New Construction
- p1STRUCTURE TYPE: MJBR
- p1PROPOSED SPAN: 2X40m
- p1SKEW: 30°
- p1C OF EXP. JOINT
- p1STRUCTURE CH: 64+412
- p130° SKEW
- p1CH.: 64+412
- p1TO KHANDWA (direction arrow)
- p1C OF EXP. JOINT (centerline of expansion joint)
- p1PROPOSED SPAN: MJBR
- p1...SHOWING FOUNDATION LEVEL (text partially cropped on left edge)
- p1PROPOSED SPAN 2X40m (partial, table text)
- p1SKEW 30° (table text)
- p1PROPOSAL New Con... (text cut off, likely 'New Construction')
- p1...URE TYPE MJB... (text cut off, likely 'STRUCTURE TYPE' and 'MJB' bridge type abbreviation)
- p350mm THK. (WC)
- p3RCC CAST IN SITU DECK SLOPE 2.5%
- p320mm GAP FILLED WITH POLYSULPHIDE SEALANT
- p3CANTILEVER MEDIAN WALL
- p3PCC M-15
- p3RCC CRASH BARRIER
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r08Plan
- Median wall×1trapezoidal stripPCC M15Located between the two pile foundation groups, labelled 'MEDIAN WALL PCC M15'.
775 mm Edge offset3750 mm Pile row spacing16550 mm Total width775 mm Edge offset775 mm Edge offset3750 mm Pile row spacing16550 mm Total width775 mm Edge offset+4 more
p01_r02Plan
- Median Wall×1rectangular/linearPCC M15 (Plain Cement Concrete)Located between the two foundation-level plan panels, at the median gap
40000 Overall length (square)46189 Overall length (skew)30 degrees Skew angle3500 Bay spacing16550 Total width1275 Edge dimension5000 Typical spacing3750 Bay spacing+10 more
p01_r07Plan
- Median wall×1rectangular (narrow strip)PCC M15Located between the two skewed deck/foundation panels, labelled 'MEDIAN WALL PCC M15'
40000 Overall length (square)46189 Overall length (skew)1275 Edge dimension3500 Edge dimension16550 Cumulative dimension775 Edge dimension3750 Repeated segment16550 Cumulative dimension+14 more
p01_r02 half plan showing foundation levelPlan
- Median wall×1rectangularPCC M15Located between the two half plans
40000 Overall length square46189 Overall length skew30 ° Skew angle1275 Span width dimension3500 Span width dimension16550 Total width1275 Edge dimension3750 Spacing dimension+9 more
p01_r07 half plan showing foundation levelPlan
- Median Wall×1rectangular stripPCC M15Located between the two skewed foundation blocks
40000 Overall length (square)46189 Overall length (skew)775 Transverse dimension3750 Bay spacing16550 Total width1275 Transverse dimension3500 Bay spacing16550 Total width+5 more
p01_r08 half plan of pier and abutment foundationsPlan
- Median wall×1rectangular stripPCC M15located between the two foundation groups, hatched in plan
775 Offset from centerline to first pile row3750 Pile row spacing16550 Total width dimension775 Offset from centerline to first pile row775 Offset near median wall3750 Pile row spacing16550 Total width dimension64+400 Chainage marker+3 more
Page 3
p03_r01Cross Section
- cantilever median wall×1rectangular, cantileveredconcretelocated at centerline of proposed road, between the two carriageways
80000 ROW total width40000 ROW half width16550 Deck half width13500 Carriageway width1500 Footpath width450 Crash barrier width450 Edge offset2900 Median width+25 more
p03_r01 cross section of deck footpath crash barrier and pile cap at abutmentCross Section
- Cantilever median wall×1rectangular/taperedreinforced concreteLocated at centre gap between the two carriageways, with 20mm gap filled with polysulphide sealant
80000 Total ROW width40000 Half ROW width16550 Deck width16550 Deck width (bottom/pile cap)13500 Carriageway width1500 Footpath width450 Edge offset100 Deck thickness at crown+27 more