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.
'ATLANTIS WATERWAY ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-106 ' (1) ·
'EL RIO CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'TEN MILE CREEK ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'16th Street ' (1) ·
'21ST ST SW ' (1) ·
'49th St Lindsey Rd' (1) ·
'61ST./PECAN GROVE ' (1) ·
'97 TH STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'COLUMBUS DR. ' (1) ·
'GORDY ROAD ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'ISLAND DRIVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Okeechobee Rd. ' (1) ·
'ORANGE TREE DR ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SW 22ND WAY ' (1) ·
'TROON DR ' (1) ·
'US-1 ' (1) ·
'US-92 ' (1) ·
'VANDEGRIFT-WILL RD' (1)
790093 (1) ·
790117 (1) ·
884003 (1) ·
884038 (1) ·
884047 (1) ·
884063 (1) ·
884064 (1) ·
884081 (1) ·
884103 (1) ·
930265 (1) ·
934256 (1) ·
934489 (1) ·
934506 (1) ·
934516 (1) ·
935001 (1) ·
935002 (1) ·
935306 (1) ·
935506 (1) ·
935508 (1) ·
940028 (1) ·
944010 (1) ·
945267 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT 141st ST ' (1) ·
'At 74th Avenue ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'AT SR-7 US-441 ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
26270705 (1) ·
26281369 (1) ·
26302557 (1) ·
26331348 (1) ·
26354425 (1) ·
26354653 (1) ·
26400360 (1) ·
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29033853 (1)
80033398 (1) ·
80044341 (1) ·
80054787 (1) ·
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80063334 (1) ·
80070375 (1) ·
80074689 (1) ·
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80213453 (1) ·
80221757 (1) ·
80235669 (1) ·
80255073 (1) ·
80274430 (1) ·
80274550 (1) ·
80284500 (1) ·
80321756 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80491520 (1) ·
80545204 (1) ·
81160650 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep 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 not over waterway. (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 22 results in range #1 to #22.