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SR1191 over SOUTHERN RR

Map 

Coordinates:
+35.22863, -80.94614
35°13'43" N, 80°56'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1191 over SOUTHERN RR
Structure number:000000001190155
Location:0.5 MI. S. JCT. US29,US74
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:57.1 ft. [17.4 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1968
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:Steel [3]
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:9,200 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:51.9 tons [47.2 metric tons]
Sufficiency rating:77.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201577.2Not deficientFairFairSatisfactory9200
December 201377.2Not deficientFairFairSatisfactory9200
January 201275.2Not deficientFairFairFair9200
January 201076.3Not deficientSatisfactoryFairSatisfactory9000
January 200876.3Not deficientSatisfactoryFairGood9100
March 200693.3Not deficientGoodGoodVery Good6900
November 200393.3Not deficientGoodGoodVery Good6900
March 200292.0Not deficientGoodGoodVery Good12400
February 200092.0Not deficientGoodGoodVery Good12400
November 199190.5Not deficientGoodGoodVery Good9700