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) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LIPTOG CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'North Lake ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'AUSTRALIAN AVE SB ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB North Lake Blvd' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'NW 27TH AVE. ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'SR A1A ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'VILLAGE BLVD (SB) ' (1)
794121 (1) ·
794186 (1) ·
885810 (1) ·
890107 (1) ·
894044 (1) ·
930050 (1) ·
930197 (1) ·
930392 (1) ·
934240 (1) ·
934275 (1) ·
934350 (1) ·
934482 (1) ·
934900 (1) ·
934950 (1) ·
937710 (1) ·
940084 (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) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1mi. W of US-1. ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR A1A FPL Nuc P Intake ' (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)
Showing below up to 16 results in range #1 to #16.
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