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)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL-1 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'EL RIO CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'Sweetwater Branch ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CYPRESS WAY ' (1) ·
'Fountainhead Blvd.' (1) ·
'Jackson Street ' (1) ·
'NW 20TH ST WB ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'Riverside Drive ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Rd ' (1) ·
'US-92 EB ' (1)
Number 008:
705603 (1) ·
790097 (1) ·
794010 (1) ·
795713 (1) ·
796412 (1) ·
894019 (1) ·
934224 (1) ·
934421 (1) ·
935205 (1) ·
935209 (1) ·
935210 (1) ·
940041 (1) ·
940043 (1) ·
940071 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'200ft. S of 10th Street ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'US-92 EB -Tomoka River ' (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:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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 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 14 results in range #1 to #14.
