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US64 over VARNELL CREEK

Map 

Coordinates:
+35.73493, -79.41413
35°44'06" N, 79°24'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US64 over VARNELL CREEK
Structure number:000000000370042
Location:1.4 MI. E. JCT. SR1003
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:12.1 ft. [3.7 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:129.9 ft. [39.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:1999
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2013]
Truck traffic:14% of total traffic
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:88.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201488.0Not deficient---16000
October 201274.0Not deficient---19000
November 201085.0Not deficient---11000
October 200885.0Not deficient---12000
October 200674.0Not deficient---10000
February 200474.0Not deficient---10000
March 200274.0Not deficient---10700
April 200074.0Not deficient---9250
May 199972.0Not deficient---9250
February 199298.0Not deficient---6700