Drilldown: bridge data
From Indian River Lagoon Project
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'ARCHIES CREEK ' (1) ·
'C-37 Canal ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
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'Tillman Canal ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Americana Blvd. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
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'DONALD ROSS RD EB ' (1) ·
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'Haverhill Rd ' (1) ·
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'NB I 95 to Gateway' (1) ·
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'OKEECHOBEE RD WB ' (1) ·
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'SW 18TH ST. EB ' (1) ·
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'US-1 SB ' (1) ·
'WB Forest Hill Bld' (1) ·
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
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'1.7 miles east of SR 7 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-1 SB - SR-404 ' (1)
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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 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)
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)
Showing below up to 29 results in range #1 to #29.
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