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CENTER PARKWAY NB 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 NB over ELDER CREEK
Structure number:24C0219R
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:17.4 ft. [5.3 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201496.1Not deficientSatisfactorySatisfactoryVery Good6500
April 201295.1Not deficientFairGoodGood6500
October 201095.1Not deficientFairGoodGood6500
June 200895.1Not deficientFairGoodGood6500
April 200695.8Not deficientFairGoodGood1300
May 200495.8Not deficientSatisfactoryGoodGood1300
November 200395.8Not deficientSatisfactoryGoodGood1300
March 200295.8Not deficientSatisfactoryGoodGood1300
August 199495.8Not deficientGoodGoodGood1300
August 199295.8Not deficientSatisfactoryGoodGood1300
March 199095.8Not deficientSatisfactoryGoodGood1300