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.
'C STANLEY WEAVER CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'North Lake ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'Raulerson Canal ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'EB North Lake Blvd' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Hood Road ' (1) ·
'Investment Lane ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-700 ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'WB N. Lake Blvd. ' (1)
930050 (1) ·
930195 (1) ·
930197 (1) ·
930392 (1) ·
930398 (1) ·
930451 (1) ·
934162 (1) ·
934240 (1) ·
934275 (1) ·
934276 (1) ·
934328 (1) ·
934350 (1) ·
934482 (1) ·
934900 (1) ·
934950 (1) ·
935221 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (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)
Showing below up to 16 results in range #1 to #16.
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