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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Use the filters below to narrow your results.
'C-18 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Clint Moore Road ' (1) ·
'CSX-RR ' (1) ·
'I 95 and SR 704 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1)
'Big Tree Road ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Haverhill Rd ' (1) ·
'Lantana Road ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-44 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1) ·
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'1.2 Miles East of SR-710 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3 Miles West of SR-786 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1)
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81211769 (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 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)
Showing below up to 25 results in range #1 to #25.