Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'COLLIER WATERWAY ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-513 ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
Number 008:
700083 (1) ·
700091 (1) ·
700117 (1) ·
700149 (1) ·
885601 (1) ·
885603 (1) ·
890107 (1) ·
890120 (1) ·
930187 (1) ·
930188 (1) ·
930197 (1) ·
930198 (1) ·
930199 (1) ·
930373 (1) ·
934940 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2MI E of SR-76 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'Boca Raton ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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