Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C-51 Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Gatlin Blvd ' (1) ·
'Halifax River IWW ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-404 ' (1) ·
'St. Johns River ' (1) ·
'Tillman Canal ' (1) ·
'WPB Canal (C-51) ' (1) ·
Tillman Canal (1)
'BELVEDERE ROAD ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR A1A ' (1) ·
'SR-40 ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-507 NB ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
SR-507 SB (1)
700013 (1) ·
700075 (1) ·
700107 (1) ·
700141 (1) ·
700185 (1) ·
700190 (1) ·
790058 (1) ·
790059 (1) ·
790084 (1) ·
790132 (1) ·
930269 (1) ·
930428 (1) ·
930446 (1) ·
930472 (1) ·
934282 (1) ·
940055 (1) ·
940108 (1) ·
940109 (1)
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'Just west of I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-40 over IWW ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
SR-507 SB-Tillman Canal (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) ·
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 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 18 results in range #1 to #18.
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