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.
'Belvedere Road ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'LEVEE NO.8 ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-404 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St. Johns River ' (1) ·
'WPB Canal (C-51) ' (1)
'Becker Rd. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'JOG ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1)
700013 (1) ·
700075 (1) ·
700107 (1) ·
700141 (1) ·
880090 (1) ·
880091 (1) ·
890159 (1) ·
930265 (1) ·
930407 (1) ·
930428 (1) ·
930446 (1) ·
930472 (1) ·
930486 (1) ·
934282 (1) ·
934297 (1) ·
941001 (1)
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Just west of I-95 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (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)
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 16 results in range #1 to #16.
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