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DAKOTA AVENUE over STATE ROUTE 41

Map 

Coordinates:
+36.78667, -119.78417
36°47'12" N, 119°47'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DAKOTA AVENUE over STATE ROUTE 41
Structure number:42 0298
Location:06-FRE-041-R26.97-FRE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:108.9 ft. [33.2 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:17,517 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:65.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,884,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201665.3PoorVery GoodPoorVery GoodSD17517
April 201493.5GoodGoodVery GoodGood-17517
March 201292.5FairFairSatisfactoryGood-17517
April 201092.5FairFairSatisfactoryGood-17517
April 200892.5FairFairSatisfactoryGood-17517
March 200694.1FairFairSatisfactoryGood-6000
November 200495.1FairSatisfactoryVery GoodGood-6000
June 200295.1GoodGoodVery GoodGood-6000
September 199895.1GoodGoodVery GoodGood-6000
October 199695.1GoodGoodVery GoodGood-6000
July 199495.1GoodVery GoodVery GoodGood-6000
June 199295.1GoodVery GoodVery GoodGood-6000