Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
& Direction 102:
1 - way
Use the filters below to narrow your results.
'CONGRESS AVE NB ' (1) ·
'EB Martin Downs Bd' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-3 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'US-1 NB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US-92 WB ' (1)
700018 (1) ·
700072 (1) ·
700081 (1) ·
700110 (1) ·
700115 (1) ·
700143 (1) ·
700174 (1) ·
700201 (1) ·
700221 (1) ·
790021 (1) ·
790077 (1) ·
790078 (1) ·
790086 (1) ·
884058 (1) ·
884060 (1) ·
890038 (1) ·
890132 (1) ·
890133 (1) ·
934332 (1)
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-92 WB-Tomoka 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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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