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:
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CONGRESS AVE NB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
884078 (1) ·
884079 (1) ·
934222 (1) ·
934278 (1) ·
934307 (1) ·
934332 (1) ·
934420 (1) ·
934421 (1) ·
934428 (1) ·
934441 (1) ·
934464 (1) ·
934468 (1) ·
934469 (1) ·
934901 (1) ·
937703 (1)
Location 009:
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
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: (Click arrow to add another value)
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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