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)
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Use the filters below to narrow your results.
'EB SR80 & C-51 Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'I-4 ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Long Creek ' (1) ·
'M CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1)
'12th Street ' (1) ·
'4th Street ' (1) ·
'I-4 WB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'NB SR 807 ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB SR 807 ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1)
790166 (1) ·
790196 (1) ·
884074 (1) ·
884075 (1) ·
930475 (1) ·
930476 (1) ·
930512 (1) ·
930513 (1) ·
930514 (1) ·
930532 (1) ·
930533 (1) ·
934151 (1) ·
934271 (1) ·
934272 (1) ·
940144 (1) ·
940145 (1)
'0.6MI S of SOUTHERN BLVD ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SE quadrant PB Int Airpt ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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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