Drilldown: bridge data
From Indian River Lagoon Project
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'CR 512 (Fellsmere Rd.) ' (1) ·
'EL RIO CANAL ' (1) ·
'Halifax Canal ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'L-14 CANAL ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
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'South Relief Canal ' (1) ·
'SR-40 ' (1) ·
'SR-68 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Ten Mile Creek ' (1) ·
'WPB CANAL C-51 ' (1)
'16th St/College Ln' (1) ·
'2nd AVENUE NORTH ' (1) ·
'66th Avenue ' (1) ·
'CAMINO REAL ' (1) ·
'CENTRAL BLVD ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR605 Old Dixie ' (1) ·
'Daytona Avenue ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'KIRK ROAD ' (1) ·
'Linton Blvd. ' (1) ·
'LYONS ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 9 (I-95) ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
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'0.02 MI S/O LPGA Blvd ' (1) ·
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'3.8Mi S of Brevard Cty L ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'I-95 over SR-40 ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Just North of SR70 on I95' (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)
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 28 results in range #1 to #28.
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