CREASYVILLE over LITTLE FISHING CREEK

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

Map

Coordinates:
+41.21235, -76.46137
41°12'44" N, 76°27'41" W

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

Name:	CREASYVILLE over LITTLE FISHING CREEK
Structure number:	197211060200970
Location:	1.5 MI N OF DERK
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	36.1 ft. `[11.0 m]`
Total length:	44.9 ft. `[13.7 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Vertical clearance above deck:	9.8 ft. `[3.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1881
Year reconstructed:	1996
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:	Wood or timber `[7]`
Main span design:	Truss - Thru `[10]`
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:	50 `[as of 2009]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	20.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2009	Fair	Good	Satisfactory	Satisfactory	50	20.2
July 1999	Fair	Good	Satisfactory	Satisfactory	50	20.2
September 1991	Poor	Good	Poor	Fair	50	17.8