Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CYPRESS WAY ' (1) ·
'DYER PARK ROAD ' (1) ·
'HICKORY DRIVE ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'MADRID STREET ' (1) ·
'MURPHY RD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 SB TPK 100.15' (1) ·
'WEST OCEAN DRIVE ' (1)
Number 008:
700061 (1) ·
700137 (1) ·
880050 (1) ·
880051 (1) ·
880052 (1) ·
884053 (1) ·
890112 (1) ·
894003 (1) ·
894042 (1) ·
930142 (1) ·
934140 (1) ·
934502 (1) ·
935204 (1) ·
935300 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1) ·
937356 (1) ·
937358 (1) ·
937359 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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: (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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 20 results in range #1 to #20.
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