Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
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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:
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Haverhill Rd ' (1) ·
'INDIAN STREET ' (1) ·
'LINTON BLVD. ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PROSPERITY FARM RD' (1) ·
'SW 18TH STREET WB ' (1)
Number 008:
894040 (1) ·
934128 (1) ·
934129 (1) ·
934137 (1) ·
934155 (1) ·
934156 (1) ·
934222 (1) ·
934359 (1) ·
934483 (1) ·
934901 (1) ·
934916 (1) ·
934936 (1) ·
934942 (1) ·
937706 (1)
Location 009:
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
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: (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:
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 14 results in range #1 to #14.
