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WALERGA ROAD over DRY CREEK

Map 

Coordinates:
+38.73667, -121.36444
38°44'12" N, 121°21'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WALERGA ROAD over DRY CREEK
Structure number:19C0159
Location:1.1 MI S BASE LINE RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1973
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2013 

Status:Open, no restriction [A]
Average daily traffic:15,850 [as of 2006]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:93.7 tons [85.2 metric tons]
Inventory rating:56.3 tons [51.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$640,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201379.7Functionally obsoleteSatisfactoryGoodSatisfactory15850
August 201179.7Functionally obsoleteSatisfactoryGoodSatisfactory15850
July 200979.7Functionally obsoleteSatisfactoryGoodSatisfactory15850
April 200597.0Not deficientSatisfactoryGoodSatisfactory88
August 200397.0Not deficientGoodGoodSatisfactory88
June 200197.0Not deficientGoodGoodSatisfactory88
March 199997.0Not deficientGoodGoodSatisfactory88
July 199597.0Not deficientVery GoodVery GoodGood88
October 199397.0Not deficientVery GoodVery GoodGood88
October 199097.0Not deficientVery GoodVery GoodGood88