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MCCONNEL ROAD over EAST BRANCH PINE RIVER

Map

Coordinates:
+44.64234, -83.44371
44°38'32" N, 83°26'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MCCONNEL ROAD over EAST BRANCH PINE RIVER
Structure number:000000000000023
Old structure number:01305A00016B130 (from 1992 edition)
Location:0.9 MILES SOUTH OF M 72
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:34.8 ft. [10.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
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: May 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:159 [as of 2003]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:26.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$460,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorFairPoorGood15926.2
May 2015PoorFairPoorGood15925.1
May 2013PoorFairPoorGood15925.1
May 2011PoorFairPoorGood15925.1
May 2009PoorFairPoorGood15923.1
May 2007PoorFairPoorGood15923.1
May 2005PoorFairPoorSatisfactory15923.1
May 2003PoorFairPoorSatisfactory15923.1
May 2001FairFairFairSatisfactory21031.3
April 1999FairFairFairSatisfactory21036.3
September 1997FairFairFairSatisfactory21030.3
March 1995FairFairSatisfactorySatisfactory17538.5
December 1992FairFairSatisfactorySatisfactory17538.5