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US64 EBL over SR1516

Map 

Coordinates:
+35.75239, -79.18877
35°45'09" N, 79°11'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US64 EBL over SR1516
Structure number:000000000370504
Location:1.3 MI. W. JCT. US15/501
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.0 ft. [13.4 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:16°
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:97.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201497.4Not deficientGoodGoodGood6500
November 201297.5Not deficientGoodGoodGood5500
November 201097.5Not deficientSatisfactoryGoodSatisfactory5000
October 200897.5Not deficientSatisfactoryGoodSatisfactory5500
October 200697.5Not deficientSatisfactoryGoodSatisfactory4850
October 200497.5Not deficientSatisfactoryGoodSatisfactory4800
October 200297.7Not deficientGoodVery GoodGood3600
October 200097.7Not deficientVery GoodVery GoodVery Good3600