Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'CAMINO CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal Lateral ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Spruce Creek ' (1) ·
'Sweetwater Branch ' (1) ·
'Tillman Canal ' (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CYPRESS WAY ' (1) ·
'Jackson Street ' (1) ·
'NW 20TH ST WB ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'SR-507 NB ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'Taylor Rd ' (1) ·
'Taylor Road ' (1) ·
'TROON DR ' (1)
Number 008:
700185 (1) ·
794009 (1) ·
794010 (1) ·
796412 (1) ·
880060 (1) ·
934224 (1) ·
934421 (1) ·
935002 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935210 (1) ·
940071 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'SR-507 NB - Tillman Canal' (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:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
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 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.
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