Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'Boynton Beach Blvd' (1) ·
'CR-512 ' (1) ·
'I-95 ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'Lake Worth Road ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SW THIRD ST ' (1)
700097 (1) ·
884003 (1) ·
884063 (1) ·
884064 (1) ·
884068 (1) ·
930413 (1) ·
930464 (1) ·
934221 (1) ·
934328 (1) ·
934402 (1) ·
934404 (1) ·
934405 (1) ·
934428 (1) ·
934441 (1) ·
934904 (1) ·
934905 (1) ·
934927 (1)
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'2.2 Mi. S of Grant Rd. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441/SR-7 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Showing below up to 17 results in range #1 to #17.
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