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US64 over HARLAND'S CREEK

Map 

Coordinates:
+35.72911, -79.24731
35°43'45" N, 79°14'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US64 over HARLAND'S CREEK
Structure number:000000000370043
Location:0.1 MI. W. JCT. SR1514
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:2000
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:13,000 [as of 2012]
Truck traffic:14% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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: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:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201681.3Not deficient---13000
February 201481.3Not deficient---13000
February 201281.3Not deficient---13000
February 201081.9Not deficient---11000
February 200870.0Not deficient---12000
January 200670.0Not deficient---12000
February 200470.7Not deficient---9800
March 200271.3Not deficient---8100
May 200071.5Not deficient---7300
February 199896.5Not deficient---6300
February 199296.8Not deficient---5400