TWELVE MILE RD over L BRANCH YWC

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

Map

Coordinates:
+41.48229, -77.68161
41°28'56" N, 77°40'54" W

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

Name:	TWELVE MILE RD over L BRANCH YWC
Structure number:	527935511500190
Location:	6.4 MI SOUTH OF SR 44
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	28.9 ft. `[8.8 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	25.6 ft. `[7.8 m]`
Owner:	State Park, Forest, or Reservation Agency `[11]`
Year built:	2002
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:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	15 `[as of 2008]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	99.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2008	Good	-	Very Good	Excellent	15	99.0
September 1999	Fair	Good	Fair	Satisfactory	5	62.5
August 1990	Fair	Satisfactory	Satisfactory	Satisfactory	5	49.6