+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 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201697.7Not deficientSatisfactorySatisfactorySatisfactory8047
March 201498.3Not deficientSatisfactorySatisfactoryVery Good5998
March 201298.3Not deficientSatisfactorySatisfactoryVery Good5998
March 201098.3Not deficientSatisfactorySatisfactoryVery Good5998
March 200898.3Not deficientSatisfactorySatisfactoryVery Good5998
March 200698.9Not deficientSatisfactorySatisfactoryVery Good5998
March 200498.3Not deficientSatisfactorySatisfactoryVery Good5998
April 200298.3Not deficientSatisfactorySatisfactoryVery Good5880
April 200098.6Not deficientSatisfactorySatisfactoryVery Good4900
April 199898.6Not deficientSatisfactorySatisfactoryVery Good4900
April 199698.6Not deficientSatisfactorySatisfactoryVery Good4900
July 199498.5Not deficientSatisfactorySatisfactoryVery Good4900
October 199298.5Not deficientVery GoodVery GoodVery Good4900
August 199087.2Not deficientFairSatisfactorySatisfactory9800