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.
'Australian Avenue ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-2W CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SW 10th St. Lowson Blvd ' (1)
'Benoist Farms Rd ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'MILITARY TR. NB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'PINETREE LANE ' (1) ·
'SB I 95 SR 9 ' (1) ·
'Service Road ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SW 18th Street ' (1) ·
'US-98 SR700 US441 ' (1) ·
'US98&441 SR700&15' (1)
930091 (1) ·
930197 (1) ·
930465 (1) ·
930479 (1) ·
930499 (1) ·
930500 (1) ·
930501 (1) ·
930502 (1) ·
930503 (1) ·
930504 (1) ·
931007 (1) ·
934517 (1) ·
934711 (1) ·
934935 (1) ·
936261 (1)
'0.04MI S OF FOREST HILL ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-700 CANAL POINT ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 15 results in range #1 to #15.