SR 1006 over OVER INGLE MILL RUN

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.42024, -76.80775
41°25'13" N, 76°48'28" W

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

Name:	SR 1006 over OVER INGLE MILL RUN
Structure number:	000000000024835
Old structure number:	411006029007560 `(from 1992 edition)`
Location:	VILLAGE OF PROCTOR
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	26.9 ft. `[8.2 m]`
Total length:	26.9 ft. `[8.2 m]`
Roadway width between curbs:	18.7 ft. `[5.7 m]`
Deck width edge-to-edge:	22.3 ft. `[6.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1917
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Masonry `[8]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	142 `[as of 2009]`
Truck traffic:	11% of total traffic
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	50.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2009	Poor	-	Poor	Poor	142	50.5
April 1998	Fair	-	Fair	Fair	153	66.6
April 1990	Fair	-	Satisfactory	Satisfactory	221	77.5