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US-23 over MIDDLE BR PINE RIVER

Map

Coordinates:
+43.98735, -83.95968
43°59'14" N, 83°57'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-23 over MIDDLE BR PINE RIVER
Structure number:000000000000391
Old structure number:06106072000B040 (from 1992 edition)
Location:IN STANDISH
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:24.9 ft. [7.6 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:58.7 ft. [17.9 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,971 [as of 2007]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:94.8
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairSatisfactorySatisfactory1497194.8
May 2016FairFairSatisfactoryGood1497194.8
May 2014FairSatisfactorySatisfactoryGood1497195.8
May 2012FairSatisfactoryVery GoodVery Good1497195.8
May 2010FairSatisfactoryVery GoodVery Good1497194.8
May 2008GoodGoodVery GoodVery Good1497194.8
May 2006GoodVery GoodVery GoodVery Good1528394.8
May 2004GoodVery GoodVery GoodVery Good1700094.5
May 2002GoodVery GoodVery GoodVery Good1700094.5
May 2000GoodVery GoodVery GoodVery Good1700094.5
November 1998GoodVery GoodVery GoodVery Good1700094.5
June 1996GoodVery GoodVery GoodVery Good1700092.5
May 1994PoorPoorVery GoodSatisfactory1670089.3
April 1992PoorPoorVery GoodSatisfactory1670061.7
April 1990PoorPoorVery GoodSatisfactory1670061.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.6736631000
Deck
Reinforced Concrete Decksq. ft.1,7321,523126830
Substructure
Reinforced Concrete Abutmentlinear ft.26619539320
Joints
Pourable Jointlinear ft.151001510
Bearings
Enclosed/Concealed Bearingeach4646000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120006060