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CARMEL ROAD over I485

Map

Coordinates:
+35.06747, -80.86370
35°04'03" N, 80°51'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CARMEL ROAD over I485
Structure number:000000001190651
Location:1.7 MI. W. JCT. NC51
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:117.1 ft. [35.7 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1993
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: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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 2012]
Truck traffic:7% 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: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:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:72.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201672.0GoodGoodGoodGood-14500
June 201488.7GoodGoodVery GoodGoodFO300
June 201292.8GoodGoodGoodGood-300
June 201092.2GoodGoodVery GoodGood-300
August 200892.2GoodGoodVery GoodGood-300
August 200692.2GoodGoodVery GoodVery Good-300
December 200392.2GoodGoodVery GoodVery Good-300
March 200292.2GoodVery GoodExcellentExcellent-300
February 200092.2GoodExcellentExcellentExcellent-300