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SR1572 over US64

Map 

Coordinates:
+35.71894, -79.14006
35°43'08" N, 79°08'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1572 over US64
Structure number:000000000370486
Location:2.6 MI. E. JCT. US15/501
Purpose:Carries highway over highway
Route classification:Local (Rural) [09]
Length of largest span:115.2 ft. [35.1 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1999
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:150 [as of 2000]
Truck traffic:6% 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:Equal to present minimum criteria [6]
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:98.8 tons [89.8 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201591.9Not deficientGoodGoodGood150
August 201391.9Not deficientGoodGoodGood150
August 201180.7Not deficientGoodGoodFair150
August 200991.6Not deficientGoodGoodSatisfactory150
August 200791.6Not deficientGoodGoodSatisfactory150
September 200591.6Not deficientGoodVery GoodSatisfactory150
September 200391.6Not deficientGoodVery GoodSatisfactory150
November 200191.6Not deficientGoodVery GoodVery Good150
October 199993.2Not deficientVery GoodExcellentExcellent90