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US421 & SR1363 over CREEK

Map 

Coordinates:
+35.73925, -79.43415
35°44'21" N, 79°26'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US421 & SR1363 over CREEK
Structure number:000000000370446
Location:0.3 MI. N. JCT. US64
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:8.9 ft. [2.7 m]
Total length:27.9 ft. [8.5 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1984
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:9,300 [as of 2013]
Truck traffic:12% 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:83.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201483.9Not deficient---9300
October 201283.8Not deficient---11000
October 201083.9Not deficient---10000
September 200883.3Not deficient---15000
November 200684.0Not deficient---8600
July 200484.0Not deficient---8600
August 200283.8Not deficient---10300
August 200084.3Not deficient---6300
May 199882.1Not deficient---8100
May 199082.3Not deficient---7600