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)
Route 005d:
Direction 005e:
Features 006a:
'BULLDOG CANAL ' (1) ·
'CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CSX RAILROAD ' (1) ·
'Drainage Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'M CANAL ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-710 ' (1) ·
'SR-91 Turnpike ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE ' (1) ·
'EB Okee. Blvd. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'I 95 SR 9 ' (1) ·
'MERCER AVE ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PINE RIDGE WAY ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Southern Boulevard' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 SB TPK 100.15' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
930053 (1) ·
930097 (1) ·
930142 (1) ·
930190 (1) ·
930235 (1) ·
930417 (1) ·
930418 (1) ·
930470 (1) ·
934256 (1) ·
934258 (1) ·
934259 (1) ·
934278 (1) ·
937702 (1) ·
937703 (1) ·
937708 (1) ·
937709 (1) ·
937714 (1) ·
937715 (1) ·
937716 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'.25m W of US-1 on US-98 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'WEST PALM BEACH INTERCH. ' (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:
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:
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:
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 19 results in range #1 to #19.
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