Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALM B LAKE BVD EB' (1) ·
'S. VERDE TRAIL ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'US-1 SB ' (1) ·
'WB St. Lucie Blvd.' (1)
Number 008:
700075 (1) ·
930064 (1) ·
934148 (1) ·
934149 (1) ·
934332 (1) ·
934903 (1) ·
937706 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
945000 (1) ·
949901 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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 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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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