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.
'C-51 CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'EL RIO CANAL ' (1) ·
'Lake Gertie ' (1) ·
'Loxahatchee River ' (1) ·
'M-1 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Range Line Canal ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sykes Creek ' (1) ·
'Tidal Canal ' (1) ·
'Turkey Creek ' (1) ·
'WARNER CREEK ' (1) ·
Tillman Canal (1)
'16th Street ' (1) ·
'8th Street N ' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
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'FLYING COW ROAD ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'LINTON BLVD. ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'Port Malabar BL WB' (1) ·
'Riverbend Park Rd ' (1) ·
'Sea Ray Drive ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
SR-507 SB (1)
700190 (1) ·
704144 (1) ·
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794121 (1) ·
884081 (1) ·
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945016 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'At 74th Avenue ' (1) ·
'At John Stretch Park ' (1) ·
'AT SR-80 ' (1) ·
'Indian Riverside Park ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
SR-507 SB-Tillman Canal (1)
26212337 (1) ·
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80201790 (1) ·
80284500 (1) ·
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81184073 (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 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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 23 results in range #1 to #23.