Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'CSX RR ' (1) ·
'CSX-RR ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Kellers Canal ' (1) ·
'Lake Dias Creek ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'W.P.B. Canal (C-51) ' (1)
790093 (1) ·
790094 (1) ·
790176 (1) ·
790212 (1) ·
930073 (1) ·
930259 (1) ·
930260 (1) ·
930263 (1) ·
930273 (1) ·
930373 (1) ·
930458 (1) ·
934367 (1) ·
934940 (1) ·
936350 (1)
'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'CR-4139 over I-4 ' (1) ·
'Lake Worth ' (1) ·
'SR-44 over CSX-RR ' (1)
1200 (1) ·
12900 (1) ·
190500 (1) ·
21000 (1) ·
23000 (1) ·
232000 (1) ·
23500 (1) ·
236000 (1) ·
26000 (1) ·
28500 (1) ·
3000 (1) ·
3240 (1) ·
3400 (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 (including piles) on dry land well above flood water elevations. (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)
1500 (1) ·
22382 (1) ·
330518 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
45110 (1) ·
49448 (1) ·
5205 (1) ·
5899 (1)
Showing below up to 14 results in range #1 to #14.
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