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N41-W180 CONNECTOR over STATE ROUTE 41, N41-W180

Map 

Coordinates:
+36.75444, -119.77583
36°45'16" N, 119°46'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N41-W180 CONNECTOR over STATE ROUTE 41, N41-W180
Structure number:42 0288G
Location:06-FRE-041-R24.56-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:112.9 ft. [34.4 m]
Total length:295.9 ft. [90.2 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1980
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:3
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Better than present minimum criteria [7]
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:90.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201590.6Not deficientSatisfactoryVery GoodVery Good3900
May 201391.9Not deficientSatisfactoryVery GoodGood1363
June 201191.9Not deficientGoodVery GoodGood1363
June 200992.9Not deficientGoodVery GoodGood1363
June 200787.9Structurally deficientSeriousVery GoodGood1300
July 200592.9Not deficientGoodVery GoodGood1300
February 200292.9Not deficientGoodVery GoodGood1300
September 199892.9Not deficientGoodVery GoodGood1300
October 199692.9Not deficientGoodVery GoodGood1300
June 199492.9Not deficientVery GoodVery GoodVery Good1300
June 199292.9Not deficientVery GoodVery GoodVery Good1300