CENTER PARKWAY SB over ELDER CREEK
Map
Coordinates:
+38.47552, -121.4375938°28'32" N, 121°26'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,565 [as of 2008] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Sufficiency rating: | 65.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Fair | Good | 6565 | 65.6 |
June 2014 | Fair | Satisfactory | Satisfactory | Very Good | 6500 | 77.8 |
April 2012 | Poor | Serious | Satisfactory | Good | 6500 | 82.9 |
October 2010 | Poor | Serious | Satisfactory | Good | 6500 | 82.9 |
June 2008 | Poor | Serious | Satisfactory | Good | 6500 | 82.9 |
April 2006 | Poor | Serious | Satisfactory | Good | 1300 | 86.8 |
May 2004 | Fair | Fair | Satisfactory | Good | 1300 | 90.8 |
November 2003 | Fair | Fair | Satisfactory | Good | 1300 | 90.8 |
March 2002 | Fair | Fair | Satisfactory | Good | 1300 | 90.8 |
August 1994 | Good | Good | Good | Good | 1300 | 81.3 |
August 1992 | Fair | Satisfactory | Good | Good | 1300 | 81.3 |
March 1990 | Fair | Satisfactory | Good | Good | 1300 | 81.3 |