Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'E-2 Canal ' (1) ·
'Hillsboro Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'LIPTOG CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD L-2 Canal ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'US-17/92 ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'E/B S.R. 704 ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'MERCER AVE ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Pioneer Road ' (1) ·
'Private Road ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'Southern Boulevard' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-472 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR91 SB TPK 100.15' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'W/B S.R. 704 ' (1)
Number 008:
790055 (1) ·
930097 (1) ·
930142 (1) ·
930367 (1) ·
930477 (1) ·
930478 (1) ·
930479 (1) ·
930480 (1) ·
930506 (1) ·
930507 (1) ·
930812 (1) ·
934176 (1) ·
934254 (1) ·
934277 (1) ·
934278 (1) ·
934721 (1) ·
937702 (1) ·
937703 (1) ·
937707 (1) ·
937708 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Just N. of Southern Blvd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26210580 (1) ·
26383900 (1) ·
26402370 (1) ·
26403161 (1) ·
26404904 (1) ·
26405302 (1) ·
26411352 (1) ·
26411700 (1) ·
26412955 (1) ·
26415450 (1) ·
26422200 (1) ·
26423954 (1) ·
26430400 (1) ·
26430410 (1) ·
26433224 (1) ·
26440062 (1) ·
26440066 (1) ·
26445565 (1) ·
26445590 (1) ·
26450312 (1) ·
26555800 (1) ·
28582691 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80025423 (1) ·
80030866 (1) ·
80040030 (1) ·
80040084 (1) ·
80040933 (1) ·
80041281 (1) ·
80041431 (1) ·
80041664 (1) ·
80041713 (1) ·
80042465 (1) ·
80042805 (1) ·
80044280 (1) ·
80044331 (1) ·
80053153 (1) ·
80053241 (1) ·
80060815 (1) ·
80081956 (1) ·
80102610 (1) ·
80104200 (1) ·
80165951 (1) ·
81175636 (1)
Owner 022:
Built 027:
Lanes 028a: (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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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