Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'6th Avenue South ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1) ·
'Underhill Slough ' (1) ·
'WPB CANAL C-51 ' (1)
'6 Ave S to NB I-95' (1) ·
'Becker Rd. ' (1) ·
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'Crosstown Parkway ' (1) ·
'I 95 SR 9 ' (1) ·
'KIRK ROAD ' (1) ·
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'SR-5A ' (1) ·
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'0.1Mi. E of Bayshore Blvd' (1) ·
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'1.3mi South of 10th Ave N' (1) ·
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'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'SR-80 & Military Trail ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
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81151506 (1)
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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)
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)
Showing below up to 23 results in range #1 to #23.