Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'16TH ST ' (1) ·
'27TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'FLEMING STREET ' (1) ·
'I-95 ' (1) ·
'NW 27TH AVE. ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR-A1A ' (1)
Number 008:
880005 (1) ·
880069 (1) ·
880071 (1) ·
880076 (1) ·
884003 (1) ·
884056 (1) ·
884064 (1) ·
884065 (1) ·
884066 (1) ·
884068 (1) ·
885601 (1) ·
885602 (1) ·
885604 (1) ·
885605 (1) ·
885809 (1) ·
885810 (1)
Location 009:
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'Oslo Rd. over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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