Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'Gateway Blvd. ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'LE CHALET BLVD ' (1) ·
'PALMETTO PK RD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PURDY LANE ' (1) ·
'S. VERDE TRAIL ' (1) ·
'St. Johns Heritage' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1) ·
'WALLIS ROAD ' (1)
Number 008:
704190 (1) ·
930438 (1) ·
934205 (1) ·
934206 (1) ·
934223 (1) ·
934228 (1) ·
934322 (1) ·
934326 (1) ·
934345 (1) ·
934346 (1) ·
934348 (1) ·
934363 (1) ·
934406 (1) ·
934427 (1) ·
934487 (1) ·
934900 (1) ·
934901 (1) ·
934902 (1) ·
934903 (1) ·
934940 (1)
Location 009:
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.9 Miles South of US-192' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'AT SR-809 / WCAMINOREA ' (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) ·
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:
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 not over waterway. (1)
Future 114:
Clearance 116:
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