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LA MANCHA WAY over ELDER CREEK

Map 

Coordinates:
+38.47778, -121.42778
38°28'40" N, 121°25'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA MANCHA WAY over ELDER CREEK
Structure number:24C0093
Location:0.3 MI N OF MACK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.4 ft. [5.3 m]
Total length:72.2 ft. [22.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:8,179 [as of 2005]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:57.0 tons [51.8 metric tons]
Inventory rating:34.2 tons [31.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$398,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201475.0Functionally obsoleteSatisfactorySatisfactoryVery Good8179
April 201271.9Structurally deficientPoorGoodGood8179
October 201074.7Functionally obsoleteFairGoodGood6000
June 200874.7Functionally obsoleteFairGoodGood6000
April 200674.5Functionally obsoleteFairGoodGood6000
May 200479.0Not deficientGoodGoodGood1030
March 200279.0Not deficientSatisfactorySatisfactoryGood1030
November 199982.0Not deficient---1030
June 199882.0Not deficient---1030
199779.0Not deficientGoodGoodGood1030
August 199478.9Not deficientSatisfactoryGoodGood1030
August 199278.9Not deficientSatisfactoryGoodGood1030
March 199078.9Not deficientSatisfactoryGoodGood1030