Drilldown: bridge data
From Indian River Lagoon Project
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16074 (1)
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Berrys Canal ' (1) ·
'C-23 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-3 CANAL ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'I-4 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Pine Street ' (1) ·
'South Relief Canal ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'US-1 & FECRR ' (1)
'20TH AVENUE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'EB Okee. Blvd. ' (1) ·
'Emerson Ave 27th A' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR AIA ' (1) ·
'SR-44 ' (1) ·
'SR-472 WB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB SR 70 ' (1)
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'0.2 MI S OF LAKE IDA ROAD' (1) ·
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'0.8 MILE EAST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
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'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-704 Over SR-91 ' (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 27 results in range #1 to #27.