Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'BARWICK RD ' (1) ·
'HICKORY DRIVE ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'Port Malabar Bl EB' (1) ·
'SAM SENTER RD ' (1) ·
'SR-404 WB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'VILLAGE BLVD (NB) ' (1)
Number 008:
700083 (1) ·
705910 (1) ·
880050 (1) ·
880051 (1) ·
880052 (1) ·
880057 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880067 (1) ·
880068 (1) ·
930474 (1) ·
934455 (1) ·
934513 (1) ·
937005 (1) ·
937006 (1) ·
937711 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-404 WB - SR-513 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
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) ·
N/A (1)
Culvert 062:
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 17 results in range #1 to #17.
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