RAYMOND SHAFER HW over CAMPBELLS RUN RD
Map
Coordinates:
+40.42726, -80.1059140°25'38" N, 80°06'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAYMOND SHAFER HW over CAMPBELLS RUN RD |
Structure number: | 000000000000879 |
Old structure number: | 020079058015530 (from 1992 edition) |
Location: | I-79 NB O/CAMPBELLS RN RD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 13° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Year reconstructed: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,344 [as of 2016] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Good | Good | Very Good | Good | 31344 | 95.1 |
October 2014 | Good | Good | Very Good | Good | 10941 | 94.5 |
October 2012 | Good | Good | Very Good | Good | 11062 | 94.5 |
October 2010 | Good | Good | Very Good | Good | 12040 | 94.4 |
October 2008 | Good | Very Good | Very Good | Good | 17378 | 94.2 |
October 2006 | Good | Very Good | Very Good | Good | 24663 | 93.8 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 812 | 812 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,216 | 3,216 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 105 | 105 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 97 | 97 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 136 | 136 | 0 | 0 | 0 |