Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-104 CANAL ' (1) ·
'C-15 CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CPB20 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Goat Creek ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'RELIEF CANAL ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'27TH STREET ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DUNN ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'JORGENSEN RD ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NW 2ND ST ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Port Malabar Bl EB' (1) ·
'PURDY LANE ' (1) ·
'SAM SENTER RD ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SPARROW DRIVE ' (1) ·
'Tadlock Ave. ' (1) ·
'WALLIS ROAD ' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
704191 (1) ·
705910 (1) ·
885809 (1) ·
930214 (1) ·
930360 (1) ·
934203 (1) ·
934223 (1) ·
934322 (1) ·
934326 (1) ·
934464 (1) ·
934465 (1) ·
934513 (1) ·
934911 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935205 (1) ·
937355 (1) ·
937360 (1) ·
945251 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'750FT W OF SR-7 (US-441) ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26202088 (1) ·
26210134 (1) ·
26210174 (1) ·
26252148 (1) ·
26305220 (1) ·
26381235 (1) ·
26384113 (1) ·
26402673 (1) ·
26404244 (1) ·
26405332 (1) ·
26411370 (1) ·
26415887 (1) ·
26423137 (1) ·
27154364 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27220029 (1) ·
27220118 (1) ·
27384786 (1) ·
27580021 (1) ·
28010115 (1)
Longitude 017:
80032041 (1) ·
80043488 (1) ·
80050036 (1) ·
80050169 (1) ·
80050508 (1) ·
80055270 (1) ·
80055287 (1) ·
80055288 (1) ·
80074219 (1) ·
80074249 (1) ·
80074389 (1) ·
80074527 (1) ·
80131606 (1) ·
80140096 (1) ·
80200930 (1) ·
80213056 (1) ·
80214554 (1) ·
80215355 (1) ·
80215969 (1) ·
80222500 (1) ·
80240703 (1) ·
80321889 (1) ·
80325084 (1) ·
80354573 (1) ·
80401144 (1)
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: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
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 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)
Future 114:
Clearance 116:
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