HomeMy WebLinkAbout; LAS FLORES DR OVERCROSSING; LAS FLORES DR OVERCROSSING STATE BRIDGE REPORTS; 1979-07-18SUPPLEMENTARY BRIDGE REPORT Location
- - - -- OH-OS M19 IREV. 174)• .
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Date of Investigation
Name A CR S.. PW1ELPRIyE...ING ........-..--..__....
-p CONDITION RATING: - APPRAISAL RATING:
Deck • 9 Superstructure 9 Substr. & Pipes 9 Overall 8
Channel & Channel Protection N Retaining Walls N .
Widenable? Yes J No D Conditional D
Action Required by District: Yes No 0
WORK DONE:
The approaches have4 levetd with AC.
COMMON OF STRUCTURE:
The corner 'of the north concrete rail is cracked thru on the - eastend at the bolt connectors to the metal approach guard. rail.
There is a void farming on the west approach at the end of the. w±ngwall on the north end. .
There are four rusted spot areas on the galvanized picket fence at the southwest end. . .
Other than noted above, the structure is in good condition.
REVISED RATING:
We Load Capacity 9.
RECONMENDTXON: •.
Cut bigger slots on the metal guard rail at the bolt oon neetors. Epoxy-inject cracks at the northeast concrete. . -: ., •
rail end, or; remove loose concrete and rebuild.
Probe and backfill void at the end of the northwest wingwall
with slurry. .
Clean rusted snot arae on the south wept end of the picket- fence and touch up with. galvanized point .
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1200 Estimated Cost: 1. O0
2. 3. 100 • .. . •.)• .• • .' , )• .-.• •.•• /•••• • '--• . •
3. M. Borik
S. •
•• . ..' ,... jgj -signed by - T, Vallarino **
vv: c- •
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