HIGHLAND PARK BR over FREEPORT RD-OLD 28

Map

Coordinates:
+40.49274, -79.91013
40°29'34" N, 79°54'36" W

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

Name:	HIGHLAND PARK BR over FREEPORT RD-OLD 28
Structure number:	000000000001384
Old structure number:	021005002025210 `(from 1992 edition)`
Location:	HIGH.PK.BR.OVER OLD TR 28
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	66.9 ft. `[20.4 m]`
Total length:	71.9 ft. `[21.9 m]`
Roadway width between curbs:	65.3 ft. `[19.9 m]`
Deck width edge-to-edge:	68.9 ft. `[21.0 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
Year reconstructed:	1987
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	39,142 `[as of 2016]`
Truck traffic:	7% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	82.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$205,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2016	Fair	Fair	Satisfactory	Fair	39142	82.0
April 2014	Fair	Fair	Satisfactory	Fair	40030	84.0
April 2012	Fair	Satisfactory	Satisfactory	Fair	20937	85.0
April 2010	Poor	Good	Poor	Satisfactory	21163	69.0
April 2008	Poor	Good	Poor	Satisfactory	21163	69.0
April 2006	Fair	Good	Satisfactory	Satisfactory	43656	96.0
April 2004	Fair	Good	Satisfactory	Satisfactory	42711	96.0
April 2002	Fair	Good	Satisfactory	Satisfactory	42372	96.0
April 2000	Fair	Good	Satisfactory	Satisfactory	41687	96.0
April 1998	Fair	Good	Satisfactory	Satisfactory	40950	96.0
April 1996	Fair	Good	Satisfactory	Satisfactory	43488	77.0
April 1994	Fair	Good	Satisfactory	Satisfactory	41760	96.0

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	888	0	888	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,534	5,257	277	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	175	130	30	15	0
Joints
Compression Joint	linear ft.	92	87	5	0	0
Bearings
Movable Bearing	each	13	13	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	13	13	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	142	27	75	40	0