MCCAMLY STREET over BATTLE CREEK RIVER

Map

Coordinates:
+42.32163, -85.18294
42°19'18" N, 85°10'59" W

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

Name:	MCCAMLY STREET over BATTLE CREEK RIVER
Structure number:	000000000001404
Old structure number:	134050600053B01 `(from 1992 edition)`
Location:	IN BATTLE CREEK
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	59.7 ft. `[18.2 m]`
Total length:	119.8 ft. `[36.5 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	65.0 ft. `[19.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1904
Year reconstructed:	2006
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,500 `[as of 2006]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. `[6]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	77.6

Date	Condition	Culvert Condition	ADT	Suff. Rating
September 2017	Fair	6 out of 10	7500	77.6
September 2015	Fair	6 out of 10	7500	77.6
September 2013	Fair	6 out of 10	7500	77.6
September 2011	Good	7 out of 10	7500	76.6
September 2009	Good	7 out of 10	7500	76.6
September 2007	Good	N out of 10	7100	68.3
October 2005	Poor	N out of 10	7100	19.6
November 2003	Poor	N out of 10	7100	22.0
November 2001	Poor	N out of 10	7100	22.0
January 2001	Poor	N out of 10	7100	22.0
July 1998	Poor	N out of 10	7100	22.0
May 1996	Poor	N out of 10	8600	21.0
May 1994	Poor	N out of 10	8600	24.4
December 1991	Poor	N out of 10	8600	17.2