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) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (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) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR510 Wabasso Road' (1)
Number 008:
700061 (1) ·
700083 (1) ·
700137 (1) ·
705910 (1) ·
880050 (1) ·
880051 (1) ·
880052 (1) ·
930474 (1) ·
934455 (1) ·
934513 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935205 (1) ·
937005 (1) ·
937006 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (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) ·
'1.6 miles East of SR-507 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (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:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 16 results in range #1 to #16.
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