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STATE ROUTE 4 over CREEK & PENSTOCK PIPE

Map 

Coordinates:
+38.07889, -120.52722
38°04'44" N, 120°31'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 4 over CREEK & PENSTOCK PIPE
Structure number:30 0055
Location:10-CAL-004-R22.09
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:165.7 ft. [50.5 m]
Total length:547.9 ft. [167.0 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:9,150 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201597.7Not deficientGoodVery GoodVery Good9150
June 201397.7Not deficientSatisfactoryVery GoodVery Good9150
June 201197.7Not deficientSatisfactoryVery GoodGood9150
October 200997.7Not deficientGoodVery GoodGood9150