Drilldown: bridge data
From Indian River Lagoon Project
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'L-30 CANAL ' (1) ·
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'Lantana Road ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
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'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'WB SR 80 ' (1)
'CONGRESS AVE NB ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB SR 807 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
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'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 to Lantana' (1) ·
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'SR 400 WB ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-400 ' (1) ·
'SR-407 ' (1) ·
'SR-472 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'SW 23RD AVE. ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
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'0.1MI W OF BAYSHORE BLVD ' (1) ·
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'1MI N. of CLINT MOORE RD.' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
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'I-4EB-US-17-92 St Johns R' (1) ·
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'Lantana I 95 Interchange ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1)
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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)
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 33 results in range #1 to #33.