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NC16 over MCALPINE CREEK

Map

Coordinates:
+35.12819, -80.78122
35°07'41" N, 80°46'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC16 over MCALPINE CREEK
Structure number:000000001190132
Location:0.46 MI. N. JCT. SR4374
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.0 ft. [25.3 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:68.6 ft. [20.9 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Skew angle:20°
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,000 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:91.9 tons [83.5 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201784.0FairFairSatisfactoryGood-33000
February 201584.0FairFairSatisfactoryGood-33000
February 201385.0FairSatisfactoryGoodGood-33000
March 201185.0GoodGoodVery GoodGood-33000
April 200985.0GoodGoodVery GoodGood-33000
April 200785.5GoodGoodVery GoodVery Good-31000
July 200585.5GoodGoodVery GoodVery Good-31000
October 200386.9GoodVery GoodVery GoodVery Good-28000
February 200286.6GoodExcellentExcellentExcellent-28600
May 200086.6GoodExcellentExcellentExcellent-28600
October 199986.6GoodExcellentExcellentExcellent-28600
August 199162.3GoodGoodVery GoodGoodFO20500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,6901,689010
Deck
Reinforced Concrete Decksq. ft.14,1577,4113,5323,2140
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.232225070
Steel Pileeach2424000
Reinforced Concrete Pier Caplinear ft.358358000
Joints
Compression Jointlinear ft.2762482800
Bearings
Elastomeric Bearingeach6059100
Steel Protective Coatingsq. ft.6059010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1745688300
Other Material Bridge Raillinear ft.3487127700
Steel Protective Coatingsq. ft.1,0361,036000