MAUCK ROAD over BEEBE CREEK

Map

Coordinates:
+41.94188, -84.55591
41°56'31" N, 84°33'21" W

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

Name:	MAUCK ROAD over BEEBE CREEK
Structure number:	000000000003318
Old structure number:	30311H00011B010 `(from 1992 edition)`
Location:	0.3 MILE W OF STATE ROAD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	7.9 ft. `[2.4 m]`
Total length:	24.0 ft. `[7.3 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1969
Year reconstructed:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	3
Main spans material:	Wood or timber `[7]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	196 `[as of 2014]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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]`
Culvert condition:	Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. `[4]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	59.5

Date	Condition	Culvert Condition	ADT	Suff. Rating
November 2018	Poor	4 out of 10	196	59.5
November 2017	Poor	4 out of 10	196	59.5
November 2016	Poor	4 out of 10	196	59.5
November 2015	Poor	4 out of 10	196	59.5
November 2014	Poor	4 out of 10	196	59.5
November 2013	Poor	4 out of 10	253	59.5
November 2012	Poor	4 out of 10	253	59.5
November 2010	Poor	4 out of 10	253	68.9
November 2008	Fair	5 out of 10	253	84.9
November 2006	Fair	5 out of 10	253	84.9
January 2005	Fair	6 out of 10	275	98.9
November 2002	-	N out of 10	275	98.9
October 2000	Fair	6 out of 10	260	95.9
November 1998	Fair	6 out of 10	260	95.9
November 1996	Good	7 out of 10	245	95.9
November 1994	Good	8 out of 10	245	73.9
November 1992	Good	8 out of 10	245	73.9
December 1990	Good	8 out of 10	100	74.0