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US64 over BR. OF ROBERSON CREEK

Map 

Coordinates:
+35.73335, -79.21549
35°44'00" N, 79°12'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US64 over BR. OF ROBERSON CREEK
Structure number:000000000370505
Location:0.7 MI. W. JCT. NC87
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:2000
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:9,300 [as of 2012]
Truck traffic:14% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:69.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201569.8Not deficient---9300
January 201382.5Not deficient---8900
January 201182.8Not deficient---7900
January 200982.7Not deficient---8100
December 200682.7Not deficient---8200
November 200482.7Not deficient---8200
October 200283.0Not deficient---7200
October 200083.0Not deficient---7200