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.
'A1A ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E. CAMINO REAL ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR 802 Lake Ave' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'Southern Boulevard' (1) ·
'SR A1A ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 SB TPK 100.15' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'WOOLBRIGHT ROAD ' (1)
930026 (1) ·
930030 (1) ·
930056 (1) ·
930060 (1) ·
930061 (1) ·
930097 (1) ·
930104 (1) ·
930142 (1) ·
930154 (1) ·
930214 (1) ·
930226 (1) ·
930318 (1) ·
930360 (1) ·
930370 (1) ·
930506 (1) ·
930507 (1) ·
934160 (1) ·
934161 (1) ·
934369 (1) ·
934408 (1) ·
934502 (1)
'.5MI W of A1A & E of SR-5' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
80022882 (1) ·
80023594 (1) ·
80024000 (1) ·
80024400 (1) ·
80024618 (1) ·
80025300 (1) ·
80025423 (1) ·
80031431 (1) ·
80032041 (1) ·
80034367 (1) ·
80040991 (1) ·
80040992 (1) ·
80041209 (1) ·
80041536 (1) ·
80042082 (1) ·
80043770 (1) ·
80044370 (1) ·
80081956 (1) ·
80401144 (1) ·
80402235 (1) ·
80482588 (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) ·
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 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 21 results in range #1 to #21.
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