Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 :
1978 or
2006
& Channel 061:
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.
Use the filters below to narrow your results.
'Canal ' (1) ·
'CPB20 CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'East Indian River Relief' (1) ·
'El Rio Canal E-4 ' (1) ·
'ICWW ' (1) ·
'Indian River Relief ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1)
'27th Street ' (1) ·
'East Island Access' (1) ·
'GOLDFINCH LANE ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-1 SB ' (1) ·
'US-192 ' (1) ·
'West Island Access' (1)
700172 (1) ·
704099 (1) ·
704100 (1) ·
704203 (1) ·
705910 (1) ·
790217 (1) ·
884077 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
894049 (1) ·
930319 (1) ·
934221 (1) ·
937354 (1) ·
937360 (1)
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (1)
N/A (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)
Showing below up to 15 results in range #1 to #15.
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