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.
'Belcher Canal (C-25) ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief East' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'MANATEE POCKET ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1)
'Bay Drive ' (1) ·
'EB SR 70 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'NB SR-615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR70 EB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1)
700013 (1) ·
700078 (1) ·
700107 (1) ·
700144 (1) ·
790155 (1) ·
790156 (1) ·
790157 (1) ·
790158 (1) ·
790159 (1) ·
790160 (1) ·
885811 (1) ·
890101 (1) ·
930407 (1) ·
930408 (1) ·
940143 (1) ·
940146 (1) ·
940147 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1)
'.5mi So. of St Lucie Blvd' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. west of CR-613 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (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 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)
Showing below up to 20 results in range #1 to #20.
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