Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Fort Pierce
& 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.
'8th Street N ' (1) ·
'Dundas Court ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'N 13th Street ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'SB SR- 615 ' (1) ·
'SR AIA ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 NB TPK 157.9 ' (1)
940020 (1) ·
940045 (1) ·
940046 (1) ·
940072 (1) ·
940073 (1) ·
940094 (1) ·
940110 (1) ·
940148 (1) ·
944016 (1) ·
945009 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1)
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'South Causeway over ICWW ' (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 14 results in range #1 to #14.
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