Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'2nd AVENUE NORTH ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'E Gateway Blvd ' (1) ·
'JOG ROAD ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-76 ' (1) ·
'SR806 Atlantic Ave' (1)
880071 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
930069 (1) ·
930433 (1) ·
930434 (1) ·
934297 (1) ·
934364 (1) ·
934920 (1) ·
934921 (1) ·
937000 (1)
'.25 mi East of I-95 ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2.5 miles North of SR-706' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Just W. of Congress Ave.' (1) ·
'NB I-95 over CR 708 ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'SB I-95 over CR 708 ' (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)
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 14 results in range #1 to #14.
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