Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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- timeline (19)
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Use the filters below to narrow your results.
'CONGRESS AVE ' (1) ·
'E Gateway Blvd ' (1) ·
'Eldron 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-520 ' (1) ·
'SR-520 EB ' (1) ·
'SR-76 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'US-1 (SR-5) ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
700137 (1) ·
700171 (1) ·
705917 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
930069 (1) ·
930433 (1) ·
930434 (1) ·
934468 (1) ·
934469 (1) ·
934470 (1) ·
940151 (1)
'.25 mi East of I-95 ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.5 miles North of SR-706' (1) ·
'Just W. of Congress Ave.' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR 520 EB - Indian River ' (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)
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 not over waterway. (1)
Showing below up to 15 results in range #1 to #15.
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