Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'KELLER CANAL ' (1) ·
'L-5 Canal ' (1) ·
'Murray Creek ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1) ·
'WPB Canal (C-51) ' (1) ·
George King Blvd (1)
'BELVEDERE ROAD ' (1) ·
'CENTER DRIVE ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-4 WB ' (1) ·
'Lake Ida Road ' (1) ·
'Levee Road ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-A1A NB ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
SR-A1A SB (1)
700204 (1) ·
700205 (1) ·
700210 (1) ·
700211 (1) ·
790181 (1) ·
790196 (1) ·
930446 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930475 (1) ·
930476 (1) ·
930512 (1) ·
930513 (1) ·
930532 (1) ·
930533 (1) ·
930804 (1) ·
934282 (1) ·
934357 (1) ·
934963 (1)
'0.5 MILE WEST OF JOG RD ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
SR-A1A SB- George King (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 20 results in range #1 to #20.
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