Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Features 006a 
:
'QUAIL COVEY ROAD ' or
'RELIEF CANAL '
& Service On 042a:
Highway - Pedestrian
:
'QUAIL COVEY ROAD ' or
'RELIEF CANAL '
& Service On 042a:
Highway - Pedestrian 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:
'ALLAMANDA BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HICKORY DRIVE ' (1) ·
'LARCH AVE ' (1) ·
'MADRID STREET ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
884065 (1) ·
934468 (1) ·
934469 (1) ·
937003 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1) ·
937353 (1) ·
937354 (1) ·
937355 (1) ·
937357 (1) ·
937359 (1) ·
937366 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
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) ·
N/A (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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