Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Features 006a:
'BESSEY CREEK ' (1) ·
'CANAL C-108 ' (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) ·
'Goat Creek ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROY'S SWALE ' (1)
Critical 006b:
Facility 007:
'27TH STREET ' (1) ·
'DARWIN BLVD ' (1) ·
'DYER PARK ROAD ' (1) ·
'GETTYSBURG DR ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'LA MANCHA AVE. ' (1) ·
'McClure Road ' (1) ·
'MURPHY RD ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SELVITZ RD. ' (1) ·
'SILVER FOX LANE ' (1) ·
'Tadlock Ave. ' (1)
Number 008:
704191 (1) ·
885809 (1) ·
890112 (1) ·
894042 (1) ·
930543 (1) ·
930544 (1) ·
934140 (1) ·
936701 (1) ·
937350 (1) ·
937351 (1) ·
937356 (1) ·
937358 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1) ·
945255 (1) ·
945257 (1) ·
945258 (1) ·
945259 (1) ·
945260 (1) ·
945261 (1) ·
945262 (1) ·
945263 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5Mi S of SR-710 ' (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) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'1MI SW OF US-441 ' (1)
Latitude 016:
26412989 (1) ·
26415540 (1) ·
26424333 (1) ·
26430840 (1) ·
26470845 (1) ·
26481006 (1) ·
26563116 (1) ·
26563147 (1) ·
27023873 (1) ·
27112563 (1) ·
27130163 (1) ·
27130199 (1) ·
27130362 (1) ·
27130777 (1) ·
27131422 (1) ·
27132776 (1) ·
27132857 (1) ·
27165946 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27384786 (1) ·
27580021 (1)
Longitude 017:
80050309 (1) ·
80050346 (1) ·
80071351 (1) ·
80130371 (1) ·
80130501 (1) ·
80134651 (1) ·
80134748 (1) ·
80175123 (1) ·
80205419 (1) ·
80212173 (1) ·
80213056 (1) ·
80215969 (1) ·
80220192 (1) ·
80221889 (1) ·
80222500 (1) ·
80224460 (1) ·
80230070 (1) ·
80232953 (1) ·
80240703 (1) ·
80252443 (1) ·
80310465 (1) ·
80325084 (1) ·
80402996 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b: (Click arrow to add another value)
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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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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