Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
790029 (1) ·
885810 (1) ·
930029 (1) ·
930038 (1) ·
930302 (1) ·
930432 (1) ·
930512 (1) ·
930513 (1) ·
934341 (1) ·
934342 (1) ·
937367 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'SR-46 - St. Johns Riv. R ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Culvert 062:
Inspect Date 090:
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)
Future 114:
Clearance 116:
Showing below up to 11 results in range #1 to #11.
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