Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007: (Click arrow to add another value)
Number 008:
700017 (1) ·
700025 (1) ·
700027 (1) ·
700028 (1) ·
700084 (1) ·
700086 (1) ·
700112 (1) ·
700113 (1) ·
700114 (1) ·
700115 (1) ·
700150 (1) ·
700221 (1) ·
940152 (1)
Location 009:
'0.7MI W OF SR-401 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.7 MI WEST OF SR-9 I-95 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-528 WB-St Johns River ' (1)
Latitude 016:
Longitude 017:
Lanes 028a: (Click arrow to add another value)
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
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)
Direction 102:
Deck Type 107:
Scour 113:
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) ·
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)
Future Year 115:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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