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N THORNE AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.74278, -119.81278
36°44'34" N, 119°48'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N THORNE AVE over DRY CREEK CANAL
Structure number:42C0482
Location:AT NIELSEN AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:17.4 ft. [5.3 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1940
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:1,696 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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:61.7 tons [56.1 metric tons]
Inventory rating:37.1 tons [33.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$179,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201564.0Structurally deficientFairSatisfactoryPoor1696
March 201364.0Structurally deficientFairSatisfactoryPoor1696
October 201164.0Structurally deficientFairSatisfactoryPoor1696
November 200965.1Structurally deficientFairSatisfactoryPoor800
January 200865.1Structurally deficientFairSatisfactoryPoor800
November 200565.1Structurally deficientFairSatisfactoryPoor800
November 200365.1Structurally deficientFairFairPoor800
November 200181.2Not deficientFairFairFair800
November 199982.2Not deficientFairFairGood800
April 199793.2Not deficientSatisfactorySatisfactoryGood800
July 199563.7Structurally deficientPoorPoorPoor800
July 199363.7Structurally deficientPoorPoorPoor800
December 199059.7Structurally deficientPoorPoorPoor800