Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Features 006a :
'11th St. Canal ' or
'Intracoastal Waterway ' or
'PARK LATERAL CANAL '
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'E/B S.R. 704 ' (1) ·
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'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
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'LINTON BLVD. ' (1) ·
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'Southern Boulevard' (1) ·
'SR A1A ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'WOOLBRIGHT ROAD ' (1)
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940045 (1)
'.5MI W of A1A & E of SR-5' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Lake Ave / ICWW ' (1) ·
'US-1 over 11th Canal ' (1) ·
'WB SR800.2Mi west of US-1' (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)
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)
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