Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'BRANCH OF C-44 CANAL ' (1) ·
'Canal ' (1) ·
'CANAL-17 ' (1) ·
'Carter's Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Goat Creek ' (1) ·
'ORANGE CANAL ' (1) ·
'Rowland Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'Sebastian Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-514 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
'Babcock Street ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Hurley Blvd ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Malabar Rd ' (1) ·
'Old Dixie Highway ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 On/Off Rmp106' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'West Farms Road ' (1)
700034 (1) ·
700119 (1) ·
700162 (1) ·
700202 (1) ·
700204 (1) ·
700205 (1) ·
704004 (1) ·
704042 (1) ·
705500 (1) ·
705919 (1) ·
890015 (1) ·
890161 (1) ·
890162 (1) ·
894029 (1) ·
894042 (1) ·
894056 (1) ·
930146 (1) ·
930159 (1) ·
930359 (1) ·
931011 (1)
'0.5Mi S of SR-710 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (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) ·
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 20 results in range #1 to #20.
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