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N41-MCKINLEY OFFRP over MCKINLEY AVENUE

Map 

Coordinates:
+36.76500, -119.77639
36°45'54" N, 119°46'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N41-MCKINLEY OFFRP over MCKINLEY AVENUE
Structure number:42 0293S
Location:06-FRE-041-R25.27-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:87.9 ft. [26.8 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1982
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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201496.9Not deficientGoodVery GoodGood7500
April 201096.9Not deficientGoodSatisfactoryGood7500
April 200895.9Not deficientFairSatisfactoryGood7500
March 200696.2Not deficientFairSatisfactoryGood5500
November 200497.2Not deficientGoodVery GoodGood5500
June 200297.2Not deficientGoodVery GoodGood5500
September 199893.2Functionally obsoleteGoodVery GoodGood5500
October 199693.2Functionally obsoleteGoodVery GoodGood5500
June 199491.1Functionally obsoleteVery GoodVery GoodGood5500
June 199291.2Functionally obsoleteVery GoodVery GoodGood4600