Matched toApproach Slabbridge.approach_earthwork_system.approach_slabon “Approach Slab”
The model provider refused the call: the account is out of credit. Top up the OpenRouter key, or lower OPENAI_MAX_TOKENS.
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| LengthL | m/mm | no reading by that name | |
| WidthW | m/mm | no reading by that name | |
| ThicknessT | m/mm | no reading by that name | |
| Instance CountN | count | no reading by that name | |
| Concrete Gradefck | — | no reading by that name |
Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.
Notes on the sheets that carry it
- p2STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4" EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8" AT BENT 1 AND 4.
- p2KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST.
- p2INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT.
- p2SEE ROADWAY PLANS FOR APPROACH SLAB PAYMENT.
- p2STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4" EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8" AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAYMENT.
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r09 standard plan modification modify the apNotes
- Approach slabReferenced in note text; standard plan modification applies to this element
3/4 in Expansion joint width (original)1 3/8 in Expansion joint width (revised)
p02_r09Notes
- approach slabReferenced in note regarding expansion joint modification at Bent 1 and 4
3/4 in Existing expansion joint width1 3/8 in Modified expansion joint width