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CENTER PARKWAY SB over ELDER CREEK

Map 

Coordinates:
+38.47500, -121.43778
38°28'30" N, 121°26'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTER PARKWAY SB over ELDER CREEK
Structure number:24C0219L
Location:0.1 MI N OF MACK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.4 ft. [5.6 m]
Total length:83.7 ft. [25.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
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:6,500 [as of 2007]
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 corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$490,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201477.8Functionally obsoleteSatisfactorySatisfactoryVery Good6500
April 201282.9Structurally deficientSeriousSatisfactoryGood6500
October 201082.9Structurally deficientSeriousSatisfactoryGood6500
June 200882.9Structurally deficientSeriousSatisfactoryGood6500
April 200686.8Structurally deficientSeriousSatisfactoryGood1300
May 200490.8Not deficientFairSatisfactoryGood1300
November 200390.8Not deficientFairSatisfactoryGood1300
March 200290.8Not deficientFairSatisfactoryGood1300
August 199481.3Functionally obsoleteGoodGoodGood1300
August 199281.3Functionally obsoleteSatisfactoryGoodGood1300
March 199081.3Functionally obsoleteSatisfactoryGoodGood1300