Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b :
Highway-waterway-railroad or
Waterway Relief
& Direction 102:
1 - way
Use the filters below to narrow your results.
'Banana River Relief ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'DRAINAGE CANAL ' (1) ·
'Goat Creek ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'St Johns River Relief ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie River/SR-707 ' (1)
'Belvede to NB I-95' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-528 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 NB ' (1) ·
'US-192 WB ' (1)
700023 (1) ·
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700114 (1) ·
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940105 (1)
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'North of Belvedere Rd ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-192 WB-St Johns Relief' (1)
26413700 (1) ·
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80393043 (1) ·
80393049 (1) ·
80410794 (1) ·
80410799 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
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80454965 (1) ·
80513039 (1) ·
80513106 (1) ·
81112589 (1) ·
81112630 (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)
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) ·
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 25 results in range #1 to #25.
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