HIGHLAND PARK BR over FREEPORT RD-OLD 28
Map
Coordinates:
+40.49274, -79.9101340°29'34" N, 79°54'36" W
Facts
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] |
Latest Available Inspection: April 2016
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 |
Previous Inspections
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 |
Element Data
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 |