HENRY COVERED BRDG over MINGO CREEK

Map

Coordinates:
+40.20250, -80.01660
40°12'09" N, 80°00'60" W

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

Name:	HENRY COVERED BRDG over MINGO CREEK
Structure number:	000000000035319
Old structure number:	627221082240050 `(from 1992 edition)`
Location:	MINGO CREEK COUNTY PARK
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	37.1 ft. `[11.3 m]`
Total length:	42.0 ft. `[12.8 m]`
Roadway width between curbs:	11.2 ft. `[3.4 m]`
Deck width edge-to-edge:	12.8 ft. `[3.9 m]`
Vertical clearance above deck:	11.2 ft. `[3.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1881
Year reconstructed:	1995
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	300 `[as of 1993]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	64.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$27,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Satisfactory	Fair	Satisfactory	300	64.9
June 2015	Fair	Satisfactory	Fair	Satisfactory	300	63.9
June 2013	Fair	Satisfactory	Fair	Satisfactory	300	63.9
June 2011	Fair	Satisfactory	Fair	Satisfactory	300	56.6
June 2009	Fair	Satisfactory	Fair	Satisfactory	300	56.6
June 2007	Fair	Satisfactory	Satisfactory	Satisfactory	300	67.7
June 2005	Fair	Satisfactory	Satisfactory	Satisfactory	300	67.4
September 2003	Fair	Satisfactory	Satisfactory	Satisfactory	300	67.4
September 2001	Poor	Satisfactory	Satisfactory	Serious	300	27.2
September 1999	Poor	Satisfactory	Good	Serious	300	27.2
July 1997	Good	Good	Good	Good	300	74.9
September 1995	Poor	Good	Good	Poor	300	47.8
October 1993	Fair	Good	Good	Satisfactory	300	52.6
August 1991	Good	Very Good	Excellent	Excellent	300	52.6