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:
'Indian River ' (1) ·
'Lateral H Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'Service Rd & Canal ' (1) ·
'St Johns River Relief ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
Number 008:
700018 (1) ·
700023 (1) ·
700031 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
700227 (1) ·
884082 (1) ·
884083 (1) ·
885813 (1) ·
894019 (1) ·
934203 (1)
Location 009:
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1MI W OF SR 809 ' (1) ·
'56th Place North ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-406 over Indian River ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures. (1) ·
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)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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