Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- 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.
'Brando Canal ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-8 ' (1) ·
'DIRT FARM ROAD ' (1) ·
'Gabordy's Canal ' (1) ·
'HALF MILE LAKE ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'RETENTION POND ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Spruce Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Barracuda Blvd. ' (1) ·
'Cow Creek Road ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB Martin Downs Bd' (1) ·
'GETTYSBURG DR ' (1) ·
'LINTON BLVD. ' (1) ·
'NW 13 ST ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'Riverside Drive ' (1) ·
'SAVAGE BLVD. ' (1) ·
'Taylor Road ' (1) ·
'Volco Road ' (1) ·
'WB Martin Downs Bd' (1)
794009 (1) ·
794130 (1) ·
794131 (1) ·
794133 (1) ·
795700 (1) ·
795713 (1) ·
890038 (1) ·
890143 (1) ·
894001 (1) ·
934140 (1) ·
934483 (1) ·
935215 (1) ·
945255 (1) ·
945257 (1) ·
945258 (1) ·
945263 (1)
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 16 results in range #1 to #16.
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