HIGHWAY 903 over ROUTE I-85
Map
Coordinates:
+36.60114, -78.1523836°36'04" N, 78°09'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HIGHWAY 903 over ROUTE I-85 |
Structure number: | 000000000012076 |
Location: | .02 85W RAMP &.08 85E RP |
Purpose: | Carries highway overpass over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 274.3 ft. [83.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,001 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 54.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $3,860,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Fair | Fair | Poor | 4001 | 54.0 |
May 2016 | Fair | Fair | Fair | Fair | 4001 | 70.0 |
May 2014 | Fair | Fair | Fair | Fair | 4469 | 70.0 |
May 2012 | Fair | Fair | Fair | Fair | 4469 | 68.0 |
May 2010 | Fair | Fair | Fair | Fair | 4469 | 68.0 |
June 2008 | Fair | Fair | Fair | Fair | 4469 | 68.0 |
May 2006 | Fair | Fair | Fair | Fair | 4180 | 69.0 |
May 2004 | Fair | Fair | Fair | Fair | 2635 | 77.5 |
May 2002 | Fair | Fair | Fair | Fair | 2496 | 77.5 |
May 2000 | Fair | Fair | Fair | Fair | 2971 | 70.0 |
May 1998 | Fair | Fair | Very Good | Satisfactory | 2971 | 81.0 |
May 1996 | Fair | Fair | Satisfactory | Fair | 1375 | 78.5 |
March 1995 | Poor | Satisfactory | Fair | Poor | 1375 | 63.5 |
April 1994 | Poor | Good | Fair | Poor | 1375 | 63.5 |
March 1992 | Poor | Good | Fair | Poor | 4063 | 56.0 |