Drilldown: bridge data
From Indian River Lagoon Project
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'Hypoluxo Rd ' (1) ·
'Juanita Ave. ' (1) ·
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'LANTANA ROAD WB ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
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'N. LAKE BLVD EB ' (1) ·
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'Port Malabar BL WB' (1) ·
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'SE Ebbtide Ave. ' (1) ·
'SEACREST BLVD. ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SUMMIT BLVD ' (1) ·
'Viera Blvd EB ' (1) ·
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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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'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
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'0.6Mi S OF CR-812 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
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'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'130ft. S of Aviation Blvd' (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 CR-615 (66th Ave.) ' (1) ·
'AT SR-7 US-441 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
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8400 (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 (including piles) on dry land well above flood water elevations. (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)
12319 (1) ·
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600 (1) ·
6812 (1) ·
68533 (1) ·
6940 (1) ·
7114 (1) ·
7981 (1) ·
96292 (1)
Showing below up to 33 results in range #1 to #33.