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NC60 over NOTTELY RIVER

Map

Coordinates:
+35.00093, -84.14187
35°00'03" N, 84°08'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC60 over NOTTELY RIVER
Structure number:000000000390055
Location:250 FT.S.JCT.SR1598
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:74.2 ft. [22.6 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1998
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 [5]
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,300 [as of 2013]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:96.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201696.2GoodGoodGoodGood-3300
April 201496.3GoodGoodGoodGood-3200
April 201296.3GoodGoodGoodGood-3200
May 201095.2GoodGoodGoodGood-4500
July 200895.2GoodGoodGoodGood-4500
June 200695.3GoodVery GoodVery GoodVery Good-4300
June 200496.2GoodVery GoodExcellentExcellent-3300
July 200297.6GoodVery GoodExcellentExcellent-2900
July 200097.6GoodVery GoodExcellentExcellent-2900
June 199893.9GoodExcellentExcellentExcellent-7200
April 199154.3FairSatisfactoryVery GoodVery GoodFO1500