LEBANON RD over BALDWIN RD,RR,RAMP ST,CR

Map

Coordinates:
+40.38471, -79.93295
40°23'05" N, 79°55'59" W

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

Name:	LEBANON RD over BALDWIN RD,RR,RAMP ST,CR
Structure number:	000000000001302
Old structure number:	020885021000000 `(from 1992 edition)`
Location:	1/2 MI. N.W.OF SR2045
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	102.0 ft. `[31.1 m]`
Total length:	502.0 ft. `[153.0 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	61.7 ft. `[18.8 m]`
Vertical clearance below bridge:	17.4 ft. `[5.3 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1963
Year reconstructed:	2011
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:	6
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	18,649 `[as of 2014]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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]`
Inventory rating:	27.0 tons `[24.5 metric tons]`
Sufficiency rating:	86.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$5,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
August 2015	86.0	Good	Good	Good	Good	-	18649
August 2013	86.2	Good	Very Good	Good	Good	-	17534
January 2012	88.3	Good	Very Good	Good	Good	-	11215
August 2009	35.0	Poor	Fair	Poor	Poor	SD	13118
August 2007	59.1	Poor	Fair	Poor	Poor	SD	30043
August 2005	59.9	Poor	Fair	Poor	Poor	SD	29272
August 2003	57.9	Poor	Poor	Poor	Poor	SD	29021
August 2001	57.9	Poor	Poor	Poor	Poor	SD	29698
September 1999	57.9	Poor	Poor	Poor	Poor	SD	29698
September 1997	76.8	Poor	Poor	Fair	Fair	SD	28094
September 1995	75.8	Poor	Poor	Fair	Fair	SD	26924
September 1993	75.8	Poor	Poor	Fair	Fair	SD	26082
September 1991	75.8	Poor	Poor	Fair	Fair	SD	24412

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	4,893	4,893	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	30,812	30,812	0	0	0
Wearing Surfaces	sq. ft.	28,056	28,056	0	0	0
Substructure
Reinforced Concrete Column	each	20	20	0	0	0
Reinforced Concrete Abutment	linear ft.	204	204	0	0	0
Reinforced Concrete Pier Cap	linear ft.	394	394	0	0	0
Joints
Compression Joint	linear ft.	588	588	0	0	0
Bearings
Elastomeric Bearing	each	90	90	0	0	0
Movable Bearing	each	20	20	0	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,002	1,002	0	0	0