2-16 over COX CREEK


+42.27370, -120.40426
42°16'25" N, 120°24'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:2-16 over COX CREEK
Structure number:37C0102-1600195
Location:017-WEST-HWY NO395
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:17°
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016 

Status:Open, no restriction [A]
Average daily traffic:242 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:91.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201691.6Not deficientGoodGoodGood242
July 201491.6Not deficientGoodGoodGood242
July 201291.6Not deficientGoodGoodGood242
August 201091.6Not deficientGoodGoodGood242
November 200891.6Not deficientVery GoodGoodGood242
June 200691.6Not deficientVery GoodVery GoodGood233
October 200491.4Not deficientVery GoodVery GoodGood233
July 200291.5Not deficientVery GoodVery GoodGood227
June 200091.5Not deficientVery GoodVery GoodGood220
July 199891.7Not deficientVery GoodGoodGood220
June 199691.7Not deficientVery GoodGoodGood220
June 199496.8Not deficientVery GoodGoodGood200
March 199299.8Not deficientVery GoodGoodGood200
March 199098.7Not deficientVery GoodVery GoodGood280