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N99-W180 CONNECTOR over S99-E180, 99, W180-N99

Map 

Coordinates:
+36.74139, -119.81639
36°44'29" N, 119°48'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N99-W180 CONNECTOR over S99-E180, 99, W180-N99
Structure number:42 0393G
Location:06-FRE-099-21.97-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:140.1 ft. [42.7 m]
Total length:726.7 ft. [221.5 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2003
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:6
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.9Not deficientGoodVery GoodVery Good1500
March 201497.9Not deficientGoodVery GoodGood1500
February 201295.9Not deficientPoorVery GoodGood1500
March 201095.9Not deficientPoorSatisfactoryGood1500
February 200895.9Not deficientPoorSatisfactoryGood1500
February 200698.9Not deficientGoodVery GoodGood1500