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.
'Banana River ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Canal C-51 ' (1) ·
'Clint Moore Road ' (1) ·
'FEC Railroad ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-4 ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Range Line Canal ' (1) ·
'SR 808 GLADES RD ' (1) ·
'West Palm Beach Canal ' (1) ·
Indian River Relief East (1)
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'5th Street SW ' (1) ·
'BELVEDERE ROAD ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'LittleRanchesTrail' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-520 EB ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
SR-520 (1)
700196 (1) ·
700220 (1) ·
790166 (1) ·
790167 (1) ·
884081 (1) ·
884085 (1) ·
884105 (1) ·
930410 (1) ·
930416 (1) ·
930438 (1) ·
931000 (1) ·
934282 (1) ·
934491 (1) ·
935920 (1) ·
940047 (1)
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'South Side of US-98 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River Relief (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 15 results in range #1 to #15.
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