DICKINSON AVE FH32 over WHITE RIVER

Map

Coordinates:
+43.58201, -86.01953
43°34'55" N, 86°01'10" W

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

Name:	DICKINSON AVE FH32 over WHITE RIVER
Structure number:	000000000007743
Old structure number:	62200045000B060 `(from 1992 edition)`
Location:	2.0 MILE NE OF HESPERIA
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	116.8 ft. `[35.6 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	28.2 ft. `[8.6 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1962
Year reconstructed:	1971
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,300 `[as of 2000]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 desirable criteria `[8]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	69.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Fair	Fair	Fair	1300	69.3
June 2016	Fair	Fair	Fair	Satisfactory	1300	69.3
June 2014	Fair	Fair	Fair	Satisfactory	1300	76.9
June 2012	Fair	Fair	Fair	Satisfactory	1300	76.9
May 2010	Fair	Fair	Fair	Satisfactory	1300	76.9
May 2008	Fair	Fair	Fair	Fair	1300	76.9
April 2006	Fair	Fair	Fair	Satisfactory	1300	76.9
May 2004	Fair	Fair	Fair	Satisfactory	1300	76.9
May 2002	Fair	Fair	-	Satisfactory	1300	88.0
April 2000	Fair	Very Good	-	Satisfactory	1300	89.0
November 1998	Fair	Very Good	-	Satisfactory	1254	88.0
September 1996	Fair	Very Good	-	Satisfactory	1254	88.0
October 1994	Fair	Very Good	Very Good	Satisfactory	1254	88.0
July 1992	Fair	Very Good	Very Good	Satisfactory	1254	88.0
February 1990	Fair	Very Good	Very Good	Satisfactory	1254	88.0