ARENAC STATE ROAD over PINE RIVER

Map

Coordinates:
+43.98522, -83.88764
43°59'07" N, 83°53'16" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	ARENAC STATE ROAD over PINE RIVER
Structure number:	000000000000444
Old structure number:	06200042000B010 `(from 1992 edition)`
Location:	3 MILES EAST OF STANDISH
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	45.9 ft. `[14.0 m]`
Total length:	100.4 ft. `[30.6 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	1940
Year reconstructed:	2013
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 `[3]`
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,200 `[as of 2010]`
Truck traffic:	10% 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:	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:	Equal to present minimum criteria `[6]`
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]`
Sufficiency rating:	96.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Very Good	Very Good	Good	1200	96.2
August 2016	Good	Very Good	Very Good	Good	1200	96.2
August 2014	Good	Excellent	Very Good	Good	1200	90.2
August 2012	Fair	Fair	Satisfactory	Good	1200	88.2
August 2010	Fair	Fair	Satisfactory	Good	1824	74.4
August 2008	Fair	Fair	Satisfactory	Good	1824	74.4
May 2006	Fair	Fair	Satisfactory	Good	1824	74.4
November 2004	Fair	Satisfactory	Satisfactory	Good	1824	75.4
November 2002	Fair	Satisfactory	Good	Good	1824	76.4
December 2000	Fair	Satisfactory	Good	Good	1824	76.4
June 1998	Fair	Satisfactory	Good	Good	1824	76.4
August 1996	Poor	Poor	Satisfactory	Satisfactory	430	74.9
March 1994	Poor	Poor	Satisfactory	Satisfactory	430	78.2
April 1992	Poor	Poor	Satisfactory	Satisfactory	430	78.2
January 1990	Poor	Poor	Satisfactory	Satisfactory	430	78.2