Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-17 CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'Summit Boulevard ' (1) ·
'WPB STUB CANAL ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'EB SR 704 ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SUMMIT BLVD ' (1) ·
'VILLAGE BLVD ' (1) ·
'W/B S.R. 704 ' (1)
Number 008:
930183 (1) ·
930210 (1) ·
930291 (1) ·
930292 (1) ·
930294 (1) ·
930367 (1) ·
934100 (1) ·
934208 (1) ·
934224 (1) ·
934228 (1) ·
934251 (1) ·
934254 (1) ·
934277 (1) ·
937706 (1) ·
937707 (1) ·
937712 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 / SR 882 ' (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:
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
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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