Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'I 95 SR 9 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'RELIEF CANAL ' (1) ·
'Trib To Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'Clint Moore Road ' (1) ·
'COLUMBUS DR. ' (1) ·
'DARWIN BLVD ' (1) ·
'GETTYSBURG DR ' (1) ·
'GRANDVIEW WAY ' (1) ·
'Hurley Blvd ' (1) ·
'JEANNE AVE ' (1) ·
'KESTOR DR ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'Park Road ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'UNDALLO RD ' (1) ·
'WALLIS ROAD ' (1) ·
'Williams Road ' (1)
Number 008:
705919 (1) ·
794061 (1) ·
794063 (1) ·
930202 (1) ·
930801 (1) ·
934223 (1) ·
934275 (1) ·
934276 (1) ·
934441 (1) ·
934920 (1) ·
934921 (1) ·
937362 (1) ·
937366 (1) ·
945255 (1) ·
945257 (1) ·
945258 (1) ·
945259 (1) ·
945260 (1) ·
945261 (1) ·
945262 (1) ·
945263 (1) ·
945264 (1) ·
945265 (1) ·
945266 (1) ·
945267 (1)
Location 009:
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
26225797 (1) ·
26241735 (1) ·
26405332 (1) ·
26410344 (1) ·
26414262 (1) ·
26422060 (1) ·
26422066 (1) ·
26423785 (1) ·
27124842 (1) ·
27125212 (1) ·
27125867 (1) ·
27130073 (1) ·
27130163 (1) ·
27130199 (1) ·
27130362 (1) ·
27130777 (1) ·
27131422 (1) ·
27132776 (1) ·
27132857 (1) ·
27165946 (1) ·
27591529 (1) ·
29021899 (1) ·
29024857 (1)
Longitude 017:
80035653 (1) ·
80035730 (1) ·
80052390 (1) ·
80074249 (1) ·
80120021 (1) ·
80121056 (1) ·
80123486 (1) ·
80134460 (1) ·
80205419 (1) ·
80205945 (1) ·
80210453 (1) ·
80212173 (1) ·
80213453 (1) ·
80214187 (1) ·
80214259 (1) ·
80220192 (1) ·
80221889 (1) ·
80224460 (1) ·
80230070 (1) ·
80232953 (1) ·
80252443 (1) ·
80424640 (1) ·
80574874 (1) ·
80575726 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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