Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'Bear Wildlife Crossing ' (1) ·
'Belcher Canal (C-25) ' (1) ·
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'Canal - D ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Halifax River ' (1) ·
'I 95 and SR 704 ' (1) ·
'Indian River ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-91 N/S TPK ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Banana River Relief (1) ·
Six Mile Creek (1)
'Belvede to NB I-95' (1) ·
'CR-630 (41st St.) ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'NB SR-615 ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB SR-615 ' (1) ·
'SR 400 EB ' (1) ·
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'SR 811 to SB I-95 ' (1) ·
'SR-400 ' (1) ·
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'SR-520 EB ' (1) ·
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'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB SR704 to SB I95' (1) ·
SR-46 (1) ·
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'.5mi So. of St Lucie Blvd' (1) ·
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'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
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'A1A-Port Orange Relief ' (1) ·
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'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
SR-46 over Six Mile Cr (1) ·
SR-520 - Banana River (1)
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Showing below up to 31 results in range #1 to #31.