Drilldown: bridge data
From Indian River Lagoon Project
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'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'DIRT FARM ROAD ' (1) ·
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'Golf Cart Underpass ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'Military Trail & CSX RR ' (1) ·
'None ' (1) ·
'Pine Street ' (1) ·
'SR-404 ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
Zoo Trail (1)
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'CONGRESS AVE (NB) ' (1) ·
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700075 (1) ·
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937709 (1) ·
940133 (1) ·
949901 (1)
.1 Mi E of I-95 (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.5MI 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) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'US-1 SB - SR-404 ' (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 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 15 results in range #1 to #15.
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