Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'Main Trail ' (1) ·
'Maytown Road ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'US-192 EB ' (1)
Number 008:
700181 (1) ·
794139 (1) ·
794141 (1) ·
796000 (1) ·
880077 (1) ·
890101 (1) ·
890107 (1) ·
890120 (1) ·
930329 (1) ·
930351 (1) ·
930373 (1) ·
934516 (1) ·
934902 (1) ·
934905 (1) ·
934940 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'US-192 EB - Indian River ' (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:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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