Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'CENTER DRIVE ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-612 8th Street ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'Lake Ashby Road ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Pioneer Road ' (1) ·
'RANGE LINERD CR609' (1) ·
'SHINN ROAD ' (1)
Number 008:
794146 (1) ·
884066 (1) ·
884069 (1) ·
884071 (1) ·
884072 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
894057 (1) ·
934240 (1) ·
934326 (1) ·
934357 (1) ·
934721 (1) ·
940018 (1) ·
940026 (1)
Location 009:
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'3MI S of SR-70 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'IN JOHN PRINCE PARK ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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