KINGS HWY. over POPES CREEK
Map
Coordinates:
+38.16417, -76.9411738°09'51" N, 76°56'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KINGS HWY. over POPES CREEK |
Structure number: | 000000000019218 |
Location: | 4.2M RTE347-0.7M RTE204 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1929 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,946 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Fair | 5946 | 75.3 |
May 2016 | Fair | Satisfactory | Satisfactory | Fair | 5946 | 76.1 |
May 2014 | Fair | Satisfactory | Satisfactory | Fair | 6333 | 75.7 |
May 2012 | Fair | Satisfactory | Satisfactory | Fair | 6333 | 75.7 |
May 2010 | Fair | Satisfactory | Satisfactory | Good | 6333 | 87.8 |
May 2008 | Fair | Satisfactory | Satisfactory | Good | 6333 | 84.8 |
May 2006 | Fair | Satisfactory | Satisfactory | Good | 6124 | 85.0 |
May 2004 | Fair | Satisfactory | Satisfactory | Good | 6424 | 89.4 |
June 2002 | Fair | Satisfactory | Satisfactory | Good | 6197 | 89.6 |
May 2000 | Fair | Satisfactory | Satisfactory | Good | 5966 | 89.8 |
June 1998 | Fair | Good | Good | Satisfactory | 5966 | 91.8 |
June 1996 | Fair | Good | Good | Satisfactory | 5700 | 92.0 |
May 1994 | Fair | Good | Good | Satisfactory | 5500 | 92.2 |
May 1993 | Good | Good | Good | Very Good | 5654 | 92.0 |
June 1992 | Fair | Satisfactory | Good | Very Good | 4495 | 94.1 |
May 1991 | Fair | Satisfactory | Good | Very Good | 4565 | 94.1 |