Drilldown: bridge data
From Indian River Lagoon Project
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12264 (1) ·
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19428 (1) ·
19551 (1)
'Belvedere Road ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'C-52 Canal ' (1) ·
'Cypress Creek ' (1) ·
'Earman River (C-17) ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LEVEE NO.8 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'West Palm Beach Canal ' (1)
'Becker Rd. ' (1) ·
'I 95 SR 9 ' (1) ·
'JOG ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NW 5TH STREET ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'Sea Ray Drive ' (1) ·
'Service Road ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WESTMORELAND BLVD ' (1)
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945250 (1)
'.75 miles South of SR-882' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'At Exit 76 ' (1) ·
'Just North of SR-850 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
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80480991 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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)
10150 (1) ·
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198658 (1) ·
23076 (1) ·
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353 (1) ·
369555 (1) ·
39905 (1) ·
41640 (1) ·
45110 (1) ·
45978 (1) ·
5552 (1) ·
56821 (1) ·
6000 (1) ·
70268 (1) ·
7980 (1)
Showing below up to 30 results in range #1 to #30.