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LRD ARCHER AVE over IH USH 51-IH 39

Map 

Coordinates:
+44.18486, -89.52653
44°11'05" N, 89°31'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD ARCHER AVE over IH USH 51-IH 39
Structure number:B69001600000000
Location:3.7M N JCT CTH V
Purpose:Carries highway over highway
Route classification:Local (Rural) [09]
Length of largest span:104.7 ft. [31.9 m]
Total length:213.3 ft. [65.0 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:150 [as of 2012]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:90.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201490.4Not deficientSatisfactorySatisfactorySatisfactory150
June 201289.4Not deficientSatisfactorySatisfactorySatisfactory150
June 201088.4Not deficientSatisfactorySatisfactorySatisfactory150
June 200888.4Not deficientSatisfactorySatisfactorySatisfactory150
July 200688.4Not deficientSatisfactoryGoodGood150
October 200488.4Not deficientSatisfactoryGoodSatisfactory150
October 200288.4Not deficientGoodGoodSatisfactory150
August 200188.4Not deficientGoodVery GoodSatisfactory150
October 200088.4Not deficientGoodVery GoodSatisfactory150
October 199888.4Not deficientGoodGoodSatisfactory150
September 199788.4Not deficientGoodGoodSatisfactory150
April 199688.4Not deficientVery GoodGoodGood150
August 199588.4Not deficientVery GoodVery GoodVery Good150
October 199488.4Not deficientVery GoodVery GoodVery Good150
April 199388.4Not deficientVery GoodVery GoodVery Good150
June 199288.4Not deficientVery GoodVery GoodVery Good150
May 199188.4Not deficientVery GoodVery GoodVery Good150