Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-104 CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CPB20 CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Turkey Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'Alta Drive ' (1) ·
'AVENUE OF PGA ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CYPRESS WAY ' (1) ·
'DARWIN BLVD ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DUNN ROAD ' (1) ·
'Esplanade Avenue ' (1) ·
'GETTYSBURG DR ' (1) ·
'HICKORY DRIVE ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'MADRID STREET ' (1) ·
'McClure Road ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NW 2ND ST ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Port Malabar Bl EB' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SPARROW DRIVE ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'WEST OCEAN DRIVE ' (1)
Number 008:
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 N OF NW BAYSHORE BL' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.2MI. W of NW STJAMES DR' (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) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (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) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At LPGA Blvd. ' (1)
Latitude 016:
Longitude 017:
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)
Deck 058: (Click arrow to add another value)
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) ·
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:
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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