+43.06915, -84.70028
43°04'09" N, 84°42'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000000001922
Old structure number:19200026000B010 (from 1992 edition)
Location:100' N OF STONE RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:99.7 ft. [30.4 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:498 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Operating rating:71.9 tons [65.4 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:97.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201697.6GoodVery GoodVery GoodGood-498
October 201497.6GoodVery GoodVery GoodGood-498
October 201297.6GoodVery GoodVery GoodGood-498
April 201197.6GoodVery GoodVery GoodVery Good-498
May 200997.7GoodVery GoodVery GoodVery Good-347
April 200797.7GoodExcellentExcellentExcellent-347
July 200597.7GoodExcellentExcellentExcellent-337
March 200397.7GoodExcellentExcellentExcellent-337
January 200297.7GoodExcellentExcellentExcellent-337
September 199997.7GoodExcellentExcellentExcellent-337
April 199897.7GoodExcellentExcellentExcellent-337
May 199697.7GoodExcellentExcellentExcellent-337
April 199497.7GoodExcellentExcellentExcellent-337
November 199197.7GoodExcellentExcellentExcellent-337