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.
'ATLANTIS WATERWAY ' (1) ·
'Australian Avenue ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-51 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL L-12 ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-1 CANAL ' (1)
'ARMONE PLACE ' (1) ·
'Benoist Farms Rd ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'MILITARY TR. NB ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'ORANGE TREE DR ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'Service Road ' (1) ·
'SR A1A ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-A1A ' (1) ·
'SW 18th Street ' (1) ·
'TROON DR ' (1)
930197 (1) ·
930354 (1) ·
930355 (1) ·
930479 (1) ·
930482 (1) ·
934404 (1) ·
934405 (1) ·
934489 (1) ·
934517 (1) ·
934711 (1) ·
934935 (1) ·
935001 (1) ·
935002 (1) ·
940003 (1) ·
940004 (1) ·
940084 (1) ·
940085 (1) ·
940158 (1)
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'16Mi W of SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'At US-441/SR-7 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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 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 18 results in range #1 to #18.