Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CR-510 WABASSO RD ' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD SB ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
794121 (1) ·
880047 (1) ·
890143 (1) ·
894009 (1) ·
930420 (1) ·
934136 (1) ·
934139 (1) ·
934346 (1) ·
934468 (1) ·
934469 (1) ·
934918 (1) ·
935221 (1) ·
940134 (1) ·
940135 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3MI W OF CR-615 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-714 East of Fla. Tpk. ' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (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) ·
Bridge not over waterway. (1)
Showing below up to 14 results in range #1 to #14.
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