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US64 BUSINESS over ROBERSON CREEK

Map 

Coordinates:
+35.72353, -79.20732
35°43'25" N, 79°12'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US64 BUSINESS over ROBERSON CREEK
Structure number:000000000370045
Old structure number:000000000037045 (from 1992 edition)
Location:0.2 MI. E. JCT. SR1564
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1942
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]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:5,200 [as of 2012]
Truck traffic:7% of total traffic
Structural 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:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:88.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201688.2Not deficient---5200
February 201488.2Not deficient---5200
February 201288.1Not deficient---5300
February 201071.9Structurally deficient---5300
February 200871.9Structurally deficient---5300
March 200671.9Structurally deficient---5500
March 200470.9Structurally deficient---10000
April 200270.9Structurally deficient---10000
May 200070.9Structurally deficient---10000
March 199869.4Structurally deficient---7550
March 199669.3Structurally deficient---8200
March 199469.2Structurally deficient---8400
March 199269.5Structurally deficient---6900
April 199069.3Structurally deficient---7700