Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'Boynton Bch Blvd. ' (1) ·
'CORAL DRIVE ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'MINER RD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'Quantum Blvd. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 22ND WAY ' (1) ·
'US1(SR5) ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1)
930001 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930438 (1) ·
931010 (1) ·
934942 (1) ·
935300 (1) ·
935301 (1) ·
935302 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1)
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1)
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1)
Showing below up to 17 results in range #1 to #17.
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