Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'St Johns River Relief ' (1) ·
'W. Relief Indian River ' (1)
Critical 006b:
Facility 007:
'CORKSCREW BLVD. ' (1) ·
'CR 880 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'I 95 SR 9 ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'NW 27TH AVE. ' (1) ·
'SR-46 ' (1) ·
'SR-80 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 23RD AVE. ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
Number 008:
790029 (1) ·
885810 (1) ·
890138 (1) ·
930029 (1) ·
930038 (1) ·
930273 (1) ·
930302 (1) ·
930432 (1) ·
930512 (1) ·
930513 (1) ·
934341 (1) ·
934342 (1) ·
934502 (1) ·
937367 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI S OF US-27 ' (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) ·
'1 mile North of SR 812 ' (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) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
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:
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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