Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 :
1984 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.
'C-23 CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'East Indian River Relief' (1) ·
'ICWW ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'RELIEF CANAL ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1)
'27th Street ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CONGRESS AVE SB ' (1) ·
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'0.9MI S OF PAAR DRIVE ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (1)
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80572813 (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 25 results in range #1 to #25.
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