Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'ELKCAM CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'RETENTION POND ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SALERNO CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SIMS CREEK ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER STREET ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'DYER PARK ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'McClure Road ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PINE LAKE ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
880063 (1) ·
884019 (1) ·
894001 (1) ·
894041 (1) ·
894051 (1) ·
930005 (1) ·
934116 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
935305 (1) ·
936550 (1) ·
936701 (1) ·
937201 (1) ·
937202 (1) ·
940049 (1) ·
940067 (1) ·
944013 (1) ·
945250 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1)
Latitude 016:
26294400 (1) ·
26375694 (1) ·
26382390 (1) ·
26470845 (1) ·
26481006 (1) ·
26483417 (1) ·
26483495 (1) ·
26485165 (1) ·
26490288 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
26564568 (1) ·
27062187 (1) ·
27084441 (1) ·
27132091 (1) ·
27153115 (1) ·
27154481 (1) ·
27173773 (1) ·
27245404 (1) ·
27445555 (1) ·
27481770 (1)
Longitude 017:
80040599 (1) ·
80041852 (1) ·
80042484 (1) ·
80044085 (1) ·
80050482 (1) ·
80054760 (1) ·
80054780 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075215 (1) ·
80075217 (1) ·
80114936 (1) ·
80161911 (1) ·
80162552 (1) ·
80172570 (1) ·
80205857 (1) ·
80210855 (1) ·
80214936 (1) ·
80294169 (1) ·
80301990 (1) ·
80402996 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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