Share:

US 36 over BIG WALNUT CREEK

Map

Coordinates:
+39.76083, -86.78306
39°45'39" N, 86°46'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 36 over BIG WALNUT CREEK
Structure number:011580
Location:05.64 E US 231
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:120.1 ft. [36.6 m]
Total length:316.9 ft. [96.6 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,450 [as of 2006]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:92.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,148,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201592.8FairGoodSatisfactoryGood-5450
April 201392.8FairGoodSatisfactoryGood-5450
May 201192.8FairGoodSatisfactoryGood-5450
October 200885.8FairGoodFairGood-6713
October 200697.7FairGoodSatisfactorySatisfactory-6713
November 200497.1GoodGoodGoodVery Good-6713
October 200235.6PoorPoorPoorPoorSD6581
September 200135.6PoorPoorPoorPoorSD6581
200097.1GoodVery GoodVery GoodVery Good-6581
September 199934.2PoorPoorPoorPoorSD5839
January 199834.2PoorPoorPoorPoorSD5839
February 199633.9PoorPoorPoorPoorSD5839
January 199432.3PoorPoorPoorPoorSD4300
January 199237.8PoorSatisfactoryPoorPoorSD4300
June 198944.8PoorFairPoorFairSD4300