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.
'Berrys Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'Earman River (C-17) ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'West Palm Beach Canal ' (1)
'CR708 125.4 ' (1) ·
'Haverhill Rd ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NW 5TH STREET ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'Service Road ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'US-98 SR700 US441 ' (1)
700079 (1) ·
704048 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
890119 (1) ·
930003 (1) ·
930030 (1) ·
930409 (1) ·
930410 (1) ·
930416 (1) ·
930465 (1) ·
931001 (1) ·
934295 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'Just North of SR-850 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (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) ·
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 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 17 results in range #1 to #17.
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