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PINELL ST over INTERSTATE 80

Map 

Coordinates:
+38.63833, -121.41833
38°38'18" N, 121°25'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PINELL ST over INTERSTATE 80
Structure number:24 0204
Location:03-SAC-080-M8.20-SAC
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:128.0 ft. [39.0 m]
Total length:253.9 ft. [77.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2010]
Truck traffic:10% 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 desirable criteria [8]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201597.9Not deficientGoodVery GoodGood1000
January 201397.9Not deficientGoodVery GoodGood1000
March 201197.9Not deficientGoodVery GoodGood1000
April 200997.9Not deficientGoodVery GoodGood970
March 200797.9Not deficientGoodVery GoodGood970
February 200597.9Not deficientGoodVery GoodGood970
January 200397.9Not deficientGoodVery GoodGood970
January 200197.9Not deficientGoodVery GoodGood970
July 199697.9Not deficientGoodVery GoodGood970
July 199497.9Not deficientVery GoodGoodVery Good970
September 199297.9Not deficientVery GoodGoodVery Good970
November 199097.9Not deficientVery GoodGoodVery Good970