Share:

BRIDGE 2631,T-724 over OVER PINE RUN

Mercer County, Pennsylvania

Map

Coordinates:
+41.19160, -80.18750
41°11'30" N, 80°11'15" W

View more info at Bridgehunter.com

Facts

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

Name:	BRIDGE 2631,T-724 over OVER PINE RUN
Structure number:	000000000026114
Old structure number:	437206072426310 `(from 1992 edition)`
Location:	CRIBBS ROAD, FINDLEY TWP
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	25.9 ft. `[7.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	28.2 ft. `[8.6 m]`
Skew angle:	20°
Owner:	County Highway Agency `[02]`
Year built:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	23 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Very Good	Very Good	Very Good	23	100.0
September 2015	Good	Very Good	Very Good	Very Good	63	100.0
September 2013	Good	Very Good	Very Good	Very Good	56	100.0
September 2011	Good	Very Good	Very Good	Very Good	29	100.0
September 2009	Good	Very Good	Very Good	Very Good	120	94.5
September 2007	Good	Very Good	Very Good	Very Good	66	100.0
September 2005	Good	Very Good	Very Good	Very Good	37	100.0
October 2003	Good	Very Good	Very Good	Very Good	32	100.0
October 2001	Good	Very Good	Very Good	Very Good	36	100.0
September 1999	Good	Excellent	Excellent	Excellent	47	100.0
June 1997	Good	Excellent	Excellent	Excellent	36	100.0
May 1995	Good	Excellent	Excellent	Excellent	36	100.0
April 1994	Poor	Poor	Poor	Poor	25	19.9
April 1993	Poor	Poor	Poor	Poor	25	19.9
April 1992	Poor	Fair	Poor	Poor	29	21.9
April 1991	Poor	Fair	Poor	Poor	29	21.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	175	175	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	653	653	0	0	0
Wearing Surfaces	sq. ft.	653	653	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	68	68	0	0	0
Bearings
Elastomeric Bearing	each	14	14	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	53	53	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1469670