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TALLMAN ROAD over MAPLE RIVER

Map

Coordinates:
+43.08799, -84.75889
43°05'17" N, 84°45'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TALLMAN ROAD over MAPLE RIVER
Structure number:000000000001915
Old structure number:19200022000B010 (from 1992 edition)
Location:BETWEEN ISLAND RDS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:64.0 ft. [19.5 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1969
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 [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,244 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:57.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201657.8PoorSatisfactoryPoorSatisfactorySD1244
October 201557.8PoorSatisfactoryPoorSatisfactorySD1244
October 201457.8PoorSatisfactoryPoorSatisfactorySD1244
October 201274.4FairSatisfactoryFairSatisfactory-1244
April 201174.4FairGoodFairSatisfactory-1244
May 200991.1FairSatisfactorySatisfactorySatisfactory-717
April 200791.1FairSatisfactorySatisfactoryVery Good-717
July 200593.2FairSatisfactorySatisfactoryVery Good-717
March 200393.2FairSatisfactorySatisfactoryVery Good-717
January 200293.2FairSatisfactorySatisfactoryVery Good-717
September 199993.2FairSatisfactoryGoodVery Good-717
May 199898.2FairSatisfactoryGoodVery Good-717
May 199693.2GoodGoodGoodGood-717
April 199493.2GoodGoodGoodGood-717
November 199193.2GoodGoodGoodGood-717