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-104 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'FEC Railroad ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'HOWARD CREEK ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
'8th Street N ' (1) ·
'Becker Rd. ' (1) ·
'COLUMBUS DR. ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'Crosstown Parkway ' (1) ·
'Dundas Court ' (1) ·
'DUNN ROAD ' (1) ·
'KESTOR DR ' (1) ·
'N 13th Street ' (1) ·
'North 14th Street ' (1) ·
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'North 9th Street ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SAVONA BLVD. ' (1) ·
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'UNDALLO RD ' (1) ·
'WESTMORELAND BLVD ' (1)
940047 (1) ·
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949902 (1)
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'Citrus Ave/FEC RR ' (1)
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80253500 (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)
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 23 results in range #1 to #23.