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S CARPENTER DR over MILL BRANCH

Map

Coordinates:
+37.75500, -79.98667
37°45'18" N, 79°59'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S CARPENTER DR over MILL BRANCH
Structure number:000000000020154
Location:.01 E MRSHL & .23 E GRDN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:8.5 ft. [2.6 m]
Total length:26.9 ft. [8.2 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,185 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
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]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:88.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201588.0Good7 out of 10-5185
June 201386.2Good7 out of 10-5100
June 201185.7Good7 out of 10-6280
June 200986.7Good7 out of 10-6280
June 200786.7Good7 out of 10-6280
June 2005100.0Good7 out of 10-5110
July 2003100.0Good7 out of 10-5110
June 2001100.0Good7 out of 10-5110
June 1999100.0Good7 out of 10-5110
June 1997100.0Good7 out of 10-5110
February 1996100.0Good7 out of 10-5110
January 1994100.0Good7 out of 10-5110
September 1989100.0Good8 out of 10-5110