Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
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Tequesta village (1) ·
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'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 Canal ' (1) ·
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'Cambridge Canal ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-38 CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Pine Street ' (1) ·
'Reed Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'West Indian River Relief' (1)
'Banana River Drive' (1) ·
'CR-708 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'East Island Access' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LYONS ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Oak Lea Drive ' (1) ·
'Park Road ' (1) ·
'Prosperity Farms R' (1) ·
'SR A1A ' (1) ·
'SR-528 EB ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Trailwood Drive ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
'West Island Access' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
700151 (1) ·
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'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2mi. East of SR-91 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'West of Ernest Lyons Bri.' (1)
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81001126 (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 31 results in range #1 to #31.