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: (Click arrow to add another value)
Features 006a:
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Earman River (C-17) ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Tide Relief Canal ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'EB North Lake Blvd' (1) ·
'Haverhill Rd ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MARGINAL RD ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1)
Number 008:
930003 (1) ·
930004 (1) ·
930050 (1) ·
930195 (1) ·
930361 (1) ·
930447 (1) ·
931004 (1) ·
931005 (1) ·
934116 (1) ·
934164 (1) ·
934205 (1) ·
934206 (1) ·
934214 (1) ·
934295 (1) ·
936550 (1)
Location 009:
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'A1A on Singer Island ' (1) ·
'Just North of SR-850 ' (1) ·
'S of Southrn/Haverhll Int' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
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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