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N. FIRST ST over DRY CREEK CANAL

Map 

Coordinates:
+36.76472, -119.77250
36°45'53" N, 119°46'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. FIRST ST over DRY CREEK CANAL
Structure number:42C0198
Location:JUST S/O MCKINLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:101.7 ft. [31.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span 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:19,941 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:45.7 tons [41.5 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201534.9Structurally deficientGoodGoodCritical19941
March 201334.9Structurally deficientGoodGoodCritical19941
October 201134.9Structurally deficientGoodGoodCritical19941
November 200989.1Not deficientGoodGoodSatisfactory21700
January 200896.0Not deficientGoodGoodSatisfactory21700
November 200590.8Not deficientGoodGoodSatisfactory21700
December 200490.8Not deficientGoodGoodSatisfactory21700
November 200290.8Not deficientGoodGoodSatisfactory21700
February 200190.8Not deficientGoodGoodSatisfactory21700
November 199979.5Not deficientGoodGoodFair21700
December 199689.8Not deficientGoodGoodGood21700
September 199490.2Not deficientSatisfactorySatisfactorySatisfactory21700
April 199290.2Not deficientSatisfactorySatisfactorySatisfactory21700