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-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Earman River (C-17) ' (1) ·
'FECRR ' (1) ·
'Halifax River IWW ' (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) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'West Palm Beach Canal ' (1)
'CONGRESS AVE ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 SR 9 ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NW 5TH STREET ' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'Service Road ' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 SR700 US441 ' (1)
700002 (1) ·
700083 (1) ·
700103 (1) ·
700149 (1) ·
704048 (1) ·
790132 (1) ·
930003 (1) ·
930030 (1) ·
930409 (1) ·
930410 (1) ·
930416 (1) ·
930460 (1) ·
930465 (1) ·
930499 (1) ·
930500 (1) ·
930520 (1) ·
931001 (1) ·
931006 (1) ·
934164 (1) ·
934470 (1) ·
940056 (1)
'0.2 mile East of US-1 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'Just North of SR-850 ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1)
80032135 (1) ·
80052000 (1) ·
80052100 (1) ·
80052450 (1) ·
80052810 (1) ·
80053227 (1) ·
80064300 (1) ·
80101495 (1) ·
80102528 (1) ·
80102834 (1) ·
80120775 (1) ·
80120925 (1) ·
80253838 (1) ·
80362348 (1) ·
80362349 (1) ·
80375380 (1) ·
80402235 (1) ·
80472690 (1) ·
80472715 (1) ·
80480991 (1) ·
81030614 (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)
12318 (1) ·
12839 (1) ·
136198 (1) ·
171592 (1) ·
181308 (1) ·
185298 (1) ·
353 (1) ·
36435 (1) ·
369555 (1) ·
43375 (1) ·
4414 (1) ·
45978 (1) ·
5552 (1) ·
56821 (1) ·
59858 (1) ·
74605 (1) ·
7980 (1)
Showing below up to 21 results in range #1 to #21.
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