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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:M 9 / H 10 [1]
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 2016 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201697.4GoodGoodGoodGood-6500
November 201497.4GoodGoodGoodGood-6500
November 201297.5GoodGoodGoodGood-5500
November 201097.5FairSatisfactoryGoodSatisfactory-5000
October 200897.5FairSatisfactoryGoodSatisfactory-5500
October 200697.5FairSatisfactoryGoodSatisfactory-4850
October 200497.5FairSatisfactoryGoodSatisfactory-4800
October 200297.7GoodGoodVery GoodGood-3600
October 200097.7GoodVery GoodVery GoodVery Good-3600