LR 39032(RACE ST.) over CATASAUQUA CREEK

Map

Coordinates:
+40.65044, -75.46546
40°39'02" N, 75°27'56" W

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

Name:	LR 39032(RACE ST.) over CATASAUQUA CREEK
Structure number:	000000000023228
Old structure number:	391004002020440 `(from 1992 edition)`
Location:	1600'E.OF RACE ST.BRIDGE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	44.0 ft. `[13.4 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1926
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Masonry `[8]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,825 `[as of 2017]`
Truck traffic:	3% of total traffic
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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	74.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$218,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Fair	Fair	12825	74.1
March 2016	Fair	Satisfactory	Fair	Fair	18705	69.5
March 2014	Fair	Satisfactory	Fair	Fair	18514	69.7
March 2013	Poor	Satisfactory	Poor	Fair	18527	53.0
April 2012	Poor	Satisfactory	Poor	Fair	18527	53.0
April 2011	Poor	Satisfactory	Poor	Fair	19589	53.0
April 2010	Poor	Satisfactory	Poor	Fair	19226	53.0
July 2009	Poor	Satisfactory	Poor	Fair	18968	53.0
April 2008	Fair	Satisfactory	Fair	Fair	18857	69.4
July 2006	Fair	Satisfactory	Fair	Fair	15814	71.8
March 2004	Fair	Satisfactory	Fair	Fair	15305	72.1
March 2002	Fair	Satisfactory	Fair	Fair	15124	72.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	132	85	47	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Reinforced Concrete Girder/Beam	linear ft.	88	86	2	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,224	1,163	61	0	0
Wearing Surfaces	sq. ft.	1,436	1,364	72	0	0
Superstructure
Masonry Arch	linear ft.	44	26	0	18	0
Substructure
Masonry Pier Wall	linear ft.	30	0	20	10	0
Masonry Abutment	linear ft.	90	0	90	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	44	44	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	44	0	38	6	0