Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'11th St. Canal ' (1) ·
'11th Street Canal ' (1) ·
'B-19 Canal ' (1) ·
'B19 Canal ' (1) ·
'Berrys Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'E3 CANAL ' (1) ·
'Halifax Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Range Line Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 91 TPK ' (1) ·
'Sweetwater Creek ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'Young Canal ' (1)
'26th Street ' (1) ·
'Alta Drive ' (1) ·
'CR708 125.4 ' (1) ·
'Daytona Avenue ' (1) ·
'Haverhill Rd ' (1) ·
'ISLAND DRIVE ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Madeline Avenue ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SILVER FOX LANE ' (1) ·
'SR A1A ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-421 ' (1) ·
'SR-44 ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'Willow Run Blvd. ' (1)
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'.2mi W of Clyde Morris Bl' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'At 74th Ave ' (1) ·
'At LPGA Blvd. ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 over 11th Canal ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
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81232561 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 22 results in range #1 to #22.
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