Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'Misner Branch ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'Ten Mile Creek ' (1)
'CONGRESS AVE ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
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'NB I-95 (SR-9) ' (1) ·
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'SB I-95 (SR-9) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-507 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
'Willowood Drive ' (1)
700186 (1) ·
704032 (1) ·
704045 (1) ·
796000 (1) ·
880077 (1) ·
890101 (1) ·
894033 (1) ·
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930349 (1) ·
934491 (1) ·
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934516 (1) ·
934902 (1) ·
940122 (1) ·
940123 (1) ·
945251 (1)
'.21 E of Minton Rd. ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR-507 over Crane Creek ' (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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)
Showing below up to 16 results in range #1 to #16.
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