Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CYPRESS WAY ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PROS. FARMS ROAD ' (1)
Number 008:
934139 (1) ·
934420 (1) ·
934421 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
934964 (1) ·
935204 (1) ·
935215 (1) ·
937001 (1) ·
941001 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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