SR 0018 over SOUTH FORK TENMILE CREEK
Map
Coordinates:
+39.89588, -80.2276339°53'45" N, 80°13'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 0018 over SOUTH FORK TENMILE CREEK |
Structure number: | 000000000018026 |
Old structure number: | 300018039018360 (from 1992 edition) |
Location: | FRANKLIN TOWNSHIP |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 126.0 ft. [38.4 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,852 [as of 2018] |
Truck traffic: | 10% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 61.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $177,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | - | Fair | Satisfactory | 8852 | 61.6 |
July 2016 | Fair | - | Fair | Satisfactory | 8623 | 61.8 |
July 2014 | Fair | - | Fair | Satisfactory | 8539 | 61.8 |
July 2012 | Fair | - | Fair | Satisfactory | 6949 | 63.0 |
July 2010 | Fair | - | Fair | Satisfactory | 5354 | 64.1 |
July 2008 | Fair | - | Satisfactory | Satisfactory | 5354 | 75.8 |
July 2006 | Fair | - | Satisfactory | Satisfactory | 5290 | 75.8 |
July 2004 | Fair | - | Satisfactory | Satisfactory | 5628 | 76.3 |
July 2002 | Fair | - | Satisfactory | Satisfactory | 5463 | 75.4 |
July 2000 | Fair | - | Satisfactory | Satisfactory | 5256 | 77.5 |
July 1998 | Fair | - | Satisfactory | Satisfactory | 5153 | 77.5 |
July 1996 | Fair | - | Satisfactory | Good | 4875 | 77.6 |
July 1994 | Fair | - | Satisfactory | Good | 4713 | 75.7 |
July 1992 | Fair | - | Satisfactory | Good | 4657 | 75.8 |
July 1990 | Fair | - | Satisfactory | Good | 4563 | 75.8 |
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 Arch | linear ft. | 120 | 0 | 80 | 40 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 56 | 46 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 240 | 120 | 100 | 20 | 0 |