Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-18 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-1 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Salerno Creek ' (1) ·
'St. Sebastian River ' (1) ·
'Taylor Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turkey Creek ' (1)
'2nd AVENUE NORTH ' (1) ·
'ARMONE PLACE ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DUDA ROAD ' (1) ·
'Juanita Ave. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'MILITARY TR. SB ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'Port Malabar BL WB' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Sebastian Blvd EB ' (1) ·
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'SPANISH ISLES BLVD' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
704097 (1) ·
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'0.1Mi W of US-1 ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
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'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
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'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SR-7 US-441 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
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80434440 (1) ·
80434460 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Showing below up to 22 results in range #1 to #22.
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