PITTSFORD ROAD over E BR ST JOSEPH OF MAUMEE

Map

Coordinates:
+41.72427, -84.47598
41°43'27" N, 84°28'34" W

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

Name:	PITTSFORD ROAD over E BR ST JOSEPH OF MAUMEE
Structure number:	000000000003307
Old structure number:	30200051000B010 `(from 1992 edition)`
Location:	AT BUCKEYE ROAD
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	46.9 ft. `[14.3 m]`
Total length:	141.7 ft. `[43.2 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1964
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:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	200 `[as of 2013]`
Deck condition:	Satisfactory `[6 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	84.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Fair	200	84.1
November 2016	Fair	Satisfactory	Fair	Fair	200	84.3
November 2014	Fair	Satisfactory	Fair	Fair	200	85.4
November 2012	Fair	Satisfactory	Fair	Fair	283	85.4
November 2010	Fair	Satisfactory	Fair	Fair	283	85.9
November 2008	Fair	Satisfactory	Fair	Satisfactory	283	85.9
November 2006	Fair	Satisfactory	Fair	Good	283	85.9
January 2005	Fair	Satisfactory	Fair	Good	196	85.9
October 2002	Fair	Satisfactory	Fair	Good	196	85.9
October 2000	Fair	Satisfactory	Fair	Good	185	85.9
October 1998	Fair	Satisfactory	Satisfactory	Good	185	96.9
October 1996	Fair	Satisfactory	Very Good	Good	215	96.9
November 1994	Good	Good	Very Good	Very Good	215	95.3
November 1992	Good	Good	Very Good	Very Good	215	95.3
November 1990	Good	Good	Very Good	Very Good	230	95.3