Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Emerson Ave 27th A' (1) ·
'Indiantown Road ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SR-404 EB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1)
Number 008:
700002 (1) ·
700103 (1) ·
700149 (1) ·
880088 (1) ·
930420 (1) ·
930460 (1) ·
930500 (1) ·
934135 (1) ·
934164 (1) ·
934470 (1) ·
934482 (1) ·
934915 (1) ·
934916 (1) ·
934936 (1) ·
934937 (1) ·
940056 (1)
Location 009:
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
Inspect Date 090:
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 16 results in range #1 to #16.
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