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:
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'AUDUBON CSWY ' (1) ·
'AVENUE OF PGA ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR-619 82ND AVE. ' (1) ·
'EB SR-710 ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'GRANDVIEW WAY ' (1) ·
'LARCH AVE ' (1) ·
'Levee Road ' (1) ·
'MINER RD. ' (1) ·
'MONET ROAD ' (1) ·
'Park Road ' (1) ·
'WB SR-710 ' (1)
Number 008:
884020 (1) ·
884081 (1) ·
930535 (1) ·
930536 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
934254 (1) ·
934942 (1) ·
935207 (1) ·
936451 (1) ·
936551 (1) ·
937005 (1) ·
937007 (1) ·
937366 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At 74th Avenue ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
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 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)
Future 114: (Click arrow to add another value)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
