Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'COLLIER CREEK ' (1) ·
'CPB20 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'RELIEF CANAL ' (1)
Critical 006b:
Facility 007:
'Alta Drive ' (1) ·
'AVENUE OF PGA ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'Esplanade Avenue ' (1) ·
'FLEMING STREET ' (1) ·
'HICKORY DRIVE ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'MADRID STREET ' (1) ·
'McClure Road ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'SPARROW DRIVE ' (1) ·
'SW 18TH ST ' (1) ·
'WEST OCEAN DRIVE ' (1)
Number 008:
795503 (1) ·
796413 (1) ·
885604 (1) ·
930030 (1) ·
930360 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935204 (1) ·
935205 (1) ·
935218 (1) ·
935300 (1) ·
936701 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1) ·
937350 (1) ·
937351 (1) ·
937353 (1) ·
937355 (1) ·
937356 (1) ·
937357 (1) ·
937358 (1) ·
937359 (1) ·
937360 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'1MI SW OF US-441 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At LPGA Blvd. ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26194915 (1) ·
26201757 (1) ·
26202088 (1) ·
26312770 (1) ·
26411370 (1) ·
26411885 (1) ·
26412989 (1) ·
26415540 (1) ·
26415742 (1) ·
26415887 (1) ·
26420973 (1) ·
26423137 (1) ·
26424333 (1) ·
26430840 (1) ·
26433343 (1) ·
26481006 (1) ·
26500997 (1) ·
26501040 (1) ·
26501044 (1) ·
27474990 (1) ·
29071179 (1) ·
29143549 (1)
Longitude 017:
80050036 (1) ·
80050169 (1) ·
80050324 (1) ·
80050508 (1) ·
80054858 (1) ·
80055270 (1) ·
80055282 (1) ·
80062177 (1) ·
80064587 (1) ·
80071574 (1) ·
80125285 (1) ·
80130371 (1) ·
80130501 (1) ·
80130754 (1) ·
80130890 (1) ·
80131606 (1) ·
80134651 (1) ·
80134748 (1) ·
80140096 (1) ·
80291127 (1) ·
80401144 (1) ·
80402235 (1) ·
80402996 (1) ·
81015661 (1) ·
81025160 (1)
Owner 022: (Click arrow to add another value)
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)
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: (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)
Future 114:
Clearance 116:
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