Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Belvedere Road ' (1) ·
'Brando Canal ' (1) ·
'C-52 Canal ' (1) ·
'DIRT FARM ROAD ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'Gabordy's Canal ' (1) ·
'HALF MILE LAKE ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Barracuda Blvd. ' (1) ·
'Becker Rd. ' (1) ·
'Cow Creek Road ' (1) ·
'DYER PARK ROAD ' (1) ·
'JOG ROAD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NW 13 ST ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PINE LAKE ROAD ' (1) ·
'Riverside Drive ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SW THIRD ST ' (1) ·
'Volco Road ' (1)
794130 (1) ·
794131 (1) ·
794133 (1) ·
795700 (1) ·
795713 (1) ·
880090 (1) ·
880091 (1) ·
890159 (1) ·
894001 (1) ·
930265 (1) ·
930407 (1) ·
930486 (1) ·
934140 (1) ·
934297 (1) ·
934402 (1) ·
934404 (1) ·
934405 (1) ·
934483 (1) ·
935215 (1) ·
941001 (1)
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'200ft. S of 10th Street ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441/SR-7 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 20 results in range #1 to #20.
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