Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 :
1992 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) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'East Indian River Relief' (1) ·
'ICWW ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'N CANAL ' (1) ·
'Over D Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
'20TH AVENUE ' (1) ·
'27th Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'East Island Access' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN STREET ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'SIMARA STREET ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'US-1 SB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'West Island Access' (1) ·
'YAMATO RD ' (1)
704099 (1) ·
704100 (1) ·
790217 (1) ·
884062 (1) ·
884077 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
894040 (1) ·
895504 (1) ·
930432 (1) ·
930448 (1) ·
930800 (1) ·
934228 (1) ·
934256 (1) ·
934506 (1) ·
934922 (1) ·
934923 (1) ·
934928 (1)
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 19 results in range #1 to #19.
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