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E180-ABBY ST OFFRP over ABBY STREET

Map 

Coordinates:
+36.75167, -119.78917
36°45'06" N, 119°47'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E180-ABBY ST OFFRP over ABBY STREET
Structure number:42 0320S
Location:06-FRE-180-R57.92-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:125.3 ft. [38.2 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:195 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201599.0Not deficientSatisfactoryVery GoodGood195
March 201399.0Not deficientGoodVery GoodGood101
May 201199.0Not deficientGoodVery GoodGood101
April 200999.0Not deficientGoodVery GoodGood101
March 200799.0Not deficientGoodVery GoodGood101
June 200599.0Not deficientGoodVery GoodGood101
November 200299.0Not deficientGoodVery GoodGood101
November 200099.0Not deficientGoodVery GoodGood101
August 199899.0Not deficientGoodVery GoodGood101