GAME LANDS RD over OVER SWIFT RUN
Map
Coordinates:
+40.77834, -77.2167540°46'42" N, 77°13'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GAME LANDS RD over OVER SWIFT RUN |
Structure number: | 000000000031267 |
Old structure number: | 544012013000000 (from 1992 edition) |
Location: | 2 MI N OF BEAVER SPRINGS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 538 [as of 2017] |
Truck traffic: | 20% of total traffic |
Deck condition: | Fair [5 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: | Superior to present desirable criteria [9] |
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: | 69.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $84,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Fair | 538 | 69.5 |
February 2016 | Fair | Fair | Fair | Fair | 409 | 69.5 |
February 2014 | Fair | Fair | Fair | Fair | 418 | 69.5 |
February 2012 | Fair | Fair | Fair | Fair | 424 | 69.5 |
February 2010 | Fair | Fair | Fair | Fair | 550 | 71.1 |
February 2008 | Fair | Fair | Fair | Satisfactory | 549 | 71.1 |
February 2006 | Fair | Fair | Fair | Satisfactory | 568 | 71.8 |
February 2004 | Fair | Fair | Fair | Satisfactory | 550 | 71.9 |
February 2002 | Fair | Fair | Fair | Satisfactory | 840 | 67.4 |
February 2000 | Fair | Fair | Fair | Satisfactory | 824 | 67.4 |
February 1998 | Fair | Fair | Fair | Satisfactory | 579 | 72.1 |
February 1996 | Fair | Fair | Fair | Good | 557 | 70.9 |
February 1994 | Fair | Fair | Fair | Good | 589 | 70.9 |
February 1992 | Fair | Fair | Fair | Good | 570 | 66.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 203 | 180 | 13 | 10 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 906 | 897 | 9 | 0 | 0 |
Wearing Surfaces | sq. ft. | 812 | 812 | 0 | 0 | 0 |
Substructure |
Masonry Abutment | linear ft. | 107 | 90 | 17 | 0 | 0 |
Bearings |
Movable Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 70 | 50 | 20 | 0 | 0 |