Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Canal C-54 ' (1) ·
'E-3 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'Misner Branch ' (1) ·
'Relief E.of North Bridge' (1) ·
'Turnbull Creek ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
Number 008:
700066 (1) ·
700138 (1) ·
704154 (1) ·
794022 (1) ·
796000 (1) ·
930214 (1) ·
930329 (1) ·
934201 (1) ·
934251 (1) ·
934516 (1) ·
934902 (1) ·
937706 (1) ·
940046 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
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 13 results in range #1 to #13.
