+41.66833, -85.88167
41°40'06" N, 85°52'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 20 EB over PINE CREEK
Structure number:005540
Location:03.08 W SR 15
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:36.4 ft. [11.1 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:47.2 ft. [14.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1992
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,047 [as of 2014]
Truck traffic:32% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201697.7FairSatisfactorySatisfactorySatisfactory-8047
March 201498.3FairSatisfactorySatisfactoryVery Good-5998
March 201298.3FairSatisfactorySatisfactoryVery Good-5998
March 201098.3FairSatisfactorySatisfactoryVery Good-5998
March 200898.3FairSatisfactorySatisfactoryVery Good-5998
March 200698.9FairSatisfactorySatisfactoryVery Good-5998
March 200498.3FairSatisfactorySatisfactoryVery Good-5998
April 200298.3FairSatisfactorySatisfactoryVery Good-5880
April 200098.6FairSatisfactorySatisfactoryVery Good-4900
April 199898.6FairSatisfactorySatisfactoryVery Good-4900
April 199698.6FairSatisfactorySatisfactoryVery Good-4900
July 199498.5FairSatisfactorySatisfactoryVery Good-4900
October 199298.5GoodVery GoodVery GoodVery Good-4900
August 199087.2FairFairSatisfactorySatisfactory-9800