EMMAUS CHURCH ROAD over RTES I 64 & 33
Map
Coordinates:
+37.50390, -77.0861237°30'14" N, 77°05'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EMMAUS CHURCH ROAD over RTES I 64 & 33 |
Structure number: | 000000000012704 |
Location: | 1.45 FR 662 & 1.15 TO 610 |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 128.0 ft. [39.0 m] |
Total length: | 495.1 ft. [150.9 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,259 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 49.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $155,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Satisfactory | Poor | Satisfactory | 2259 | 49.0 |
January 2017 | Poor | Satisfactory | Poor | Satisfactory | 2259 | 49.0 |
January 2016 | Poor | Satisfactory | Poor | Satisfactory | 2259 | 49.0 |
January 2015 | Poor | Satisfactory | Poor | Satisfactory | 1904 | 49.0 |
January 2014 | Poor | Satisfactory | Poor | Satisfactory | 1904 | 49.0 |
January 2012 | Fair | Satisfactory | Fair | Satisfactory | 1904 | 85.3 |
January 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1904 | 96.6 |
February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1821 | 96.6 |
March 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1690 | 96.7 |
March 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1655 | 96.7 |
March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1301 | 97.0 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 2057 | 96.4 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 97.5 |
March 1996 | Fair | Good | Satisfactory | Good | 1500 | 97.9 |
March 1994 | Good | Good | Very Good | Very Good | 2400 | 96.2 |
March 1992 | Good | Very Good | Very Good | Very Good | 955 | 98.3 |