Drilldown: bridge data
From Indian River Lagoon Project
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'CR 512 (Fellsmere Rd.) ' (1) ·
'EL RIO CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'Halifax Canal ' (1) ·
'I-95 ' (1) ·
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'LWDD L-30 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (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) ·
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'66th Avenue ' (1) ·
'CAMINO REAL ' (1) ·
'CENTRAL BLVD ' (1) ·
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'CR605 Old Dixie ' (1) ·
'Daytona Avenue ' (1) ·
'Dunn Avenue ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 ' (1) ·
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'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
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'KIRK ROAD ' (1) ·
'Linton Blvd. ' (1) ·
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'NB I-95 (S.R. 9) ' (1) ·
'Pineda Causeway ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 9 (I-95) ' (1) ·
'SW 18TH ST WB ' (1) ·
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'Woolbright Road EB' (1) ·
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'YAMATO RD EB ' (1) ·
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'0.02 MI S/O LPGA Blvd ' (1) ·
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'0.9MI W OF POWERLINE RD ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'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) ·
'I-95 over SR-46 ' (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 (including piles) on dry land well above flood water elevations. (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)
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