Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Width 052:
18
& Channel 061:
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.
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'C-17 Canal ' (1) ·
'E-4 Canal ' (1) ·
'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Padgett Creek ' (1) ·
'Spruce Creek ' (1) ·
'St. Johns River ' (1) ·
'Tide Relief Canal ' (1)
'CLINT MOORE RD WB ' (1) ·
'CR-512 ' (1) ·
'EB SR706 ' (1) ·
'I-4 EB ' (1) ·
'I-95 NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LYONS ROAD ' (1) ·
'Old Boynton Road ' (1) ·
'SR A1A ' (1) ·
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'SR-732 -Jensen Bch' (1) ·
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700221 (1) ·
790099 (1) ·
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884067 (1) ·
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930467 (1) ·
930546 (1) ·
934271 (1) ·
934272 (1) ·
934956 (1) ·
934968 (1) ·
934981 (1)
'.5mi E. of Indian R Dr. ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Indiantown Rd./ICW ' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-528 EB - Indian River ' (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)
Showing below up to 15 results in range #1 to #15.
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