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CROPLEY LN over BERRYESSA CREEK

Map 

Coordinates:
+37.40778, -121.87194
37°24'28" N, 121°52'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROPLEY LN over BERRYESSA CREEK
Structure number:37C0234
Location:W OF MORRILL AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.1 ft. [4.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:77.4 ft. [23.6 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:7,850 [as of 1976]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [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:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201595.9Not deficient---7850
April 201195.9Not deficient---7850
March 200795.9Not deficient---7850
February 200595.9Not deficient---7850
February 200396.9Not deficient---7850
June 200196.9Not deficient---7850
December 199896.9Not deficient---7850
February 199796.9Not deficient---7850
January 199596.8Not deficient---7850
June 199396.8Not deficient---7850
May 199196.8Not deficient---7850