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ROUTE 180 over TEILMAN AVENUE

Map 

Coordinates:
+36.73861, -119.82194
36°44'19" N, 119°49'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROUTE 180 over TEILMAN AVENUE
Structure number:42 0421L
Location:06-FRE-180-R55.85-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:129.6 ft. [39.5 m]
Total length:129.6 ft. [39.5 m]
Roadway width between curbs:85.6 ft. [26.1 m]
Deck width edge-to-edge:90.2 ft. [27.5 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:
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]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 1998]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201690.6Functionally obsoleteSatisfactoryGoodVery Good8000
April 201490.6Functionally obsoleteGoodVery GoodGood8000
February 201293.6Not deficientGoodVery GoodGood8000
March 201093.8Not deficientGoodVery GoodGood3750
February 200893.8Not deficientGoodVery GoodGood3750
January 200693.8Not deficientGoodVery GoodGood3750