Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-17 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SALERNO CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Warner Creek ' (1)
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'KELLER ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WESTMORELAND BLVD ' (1)
790117 (1) ·
880063 (1) ·
884019 (1) ·
890014 (1) ·
890087 (1) ·
890090 (1) ·
894001 (1) ·
894041 (1) ·
930005 (1) ·
930344 (1) ·
934116 (1) ·
935305 (1) ·
936350 (1) ·
936550 (1) ·
937201 (1) ·
937202 (1) ·
940049 (1) ·
940067 (1) ·
945250 (1)
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'New Smyrna Bch C.L. ' (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)
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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