Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Clint Moore Road ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'SLOUGH ' (1) ·
'SR 808 GLADES RD ' (1) ·
'Sykes Creek ' (1) ·
'WPB STUB CANAL ' (1) ·
Indian River Relief East (1)
'BELVEDERE RD ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'Crosstown Parkway ' (1) ·
'E Gateway Blvd ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'SR-520 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'YAMATO RD ' (1) ·
SR-520 (1)
700193 (1) ·
700196 (1) ·
930319 (1) ·
930375 (1) ·
930416 (1) ·
930434 (1) ·
930438 (1) ·
931000 (1) ·
934142 (1) ·
934144 (1) ·
934208 (1) ·
934212 (1) ·
934282 (1) ·
934295 (1) ·
934470 (1) ·
934491 (1) ·
934928 (1) ·
945274 (1)
'0.1MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7 miles North of SR 706' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River Relief (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge not over waterway. (1)
Showing below up to 18 results in range #1 to #18.
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