Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'AUDUBON CSWY ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'Hurley Blvd ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'Malabar Rd ' (1) ·
'Old Dixie Highway ' (1) ·
'Patti Drive ' (1) ·
'PINE RIDGE WAY ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SE HARBOR ISLAND ' (1) ·
'STAR ISLAND WAY ' (1)
Number 008:
704004 (1) ·
704017 (1) ·
705919 (1) ·
794124 (1) ·
880047 (1) ·
894017 (1) ·
894018 (1) ·
935506 (1) ·
936451 (1) ·
936654 (1) ·
936655 (1) ·
937361 (1) ·
937363 (1) ·
937714 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'3MI W OF CR-615 ' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'50FT W OF VILLAGE BLVD ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 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)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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