Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Canal 15 ' (1) ·
'Cattail Outfall ' (1) ·
'E-3 CANAL ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'I-4 ' (1) ·
'Kellers Canal ' (1) ·
'L-12 Canal ' (1) ·
'Main Canal ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Padgett Creek ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'US-1 ' (1)
'Banana River Drive' (1) ·
'EB SR808 Glades Rd' (1) ·
'Enterprise Rd. ' (1) ·
'I-4 EB ' (1) ·
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'I-95 ' (1) ·
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'Indiantown Rd. ' (1) ·
'John Rodes Blvd. ' (1) ·
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'NB I-95 (SR-9) ' (1) ·
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'SR-60 Osceola Blvd' (1) ·
'SR802 (Lake Worth)' (1) ·
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'WB SR808 Glades Rd' (1)
700093 (1) ·
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930439 (1) ·
930806 (1) ·
934953 (1) ·
940086 (1) ·
940087 (1) ·
940126 (1)
'.4mi. East of Congress ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'800 ft West of I 95 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'Southern Blvd / E-3 Canal' (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) ·
Bridge not over waterway. (1)
Showing below up to 20 results in range #1 to #20.
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