Reese Street over Metcalf Creek


+36.70153, -77.52903
36°42'06" N, 77°31'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Reese Street over Metcalf Creek
Structure number:000000000020222
Location:0.80NORTH STA0072SUNSD RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,411 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 10141196.4
September 2015Good7 out of 10141194.4
September 2013Good7 out of 10170094.3
September 2011Good7 out of 10170094.3
September 2009Good7 out of 10170094.3
September 2007Good7 out of 1058894.6
September 2005Good7 out of 1058894.6
September 2003Good7 out of 1058897.6
October 2001Good7 out of 1058897.6
October 1999Good7 out of 1058894.6
October 1997Fair6 out of 1058894.6
September 1995Fair6 out of 1058894.6
September 1993Good7 out of 1058894.6
September 1991Fair6 out of 1058894.6