Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004 
:
Malabar or
Royal Palm Beach village
& Service On 042a:
Highway - Pedestrian
:
Malabar or
Royal Palm Beach village
& Service On 042a:
Highway - Pedestrian Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'BOBWHITE ROAD ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'MADRID STREET ' (1) ·
'Malabar Rd ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'PIONEER ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SPARROW DRIVE ' (1)
Number 008:
704004 (1) ·
930410 (1) ·
934220 (1) ·
934221 (1) ·
934222 (1) ·
934240 (1) ·
934291 (1) ·
934294 (1) ·
934296 (1) ·
937353 (1) ·
937354 (1) ·
937355 (1) ·
937357 (1) ·
937359 (1) ·
937360 (1) ·
937366 (1) ·
937367 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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