Drilldown: bridge data
From Indian River Lagoon Project
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'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Danforth Creek ' (1) ·
'E3-canal ' (1) ·
'EPB - 10 Canal ' (1) ·
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'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Little Tomoka River ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Okeechobee Waterway ' (1) ·
'Salerno Creek ' (1) ·
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'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1)
'Benoist Farms Rd ' (1) ·
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'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
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'Tymber Creek Road ' (1)
704193 (1) ·
794194 (1) ·
884071 (1) ·
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934158 (1) ·
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'0.1 MI West of SR-76 ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Pluckebaum Rd ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Benoist Farms Rd at SR-80' (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)
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 20 results in range #1 to #20.
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