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NC16 over MCALPINE CREEK

Map 

Coordinates:
+35.12819, -80.78122
35°07'41" N, 80°46'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:MS 18+Mod / HS 20+Mod [6]
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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201584.0Not deficientFairSatisfactoryGood33000
February 201385.0Not deficientSatisfactoryGoodGood33000
March 201185.0Not deficientGoodVery GoodGood33000
April 200985.0Not deficientGoodVery GoodGood33000
April 200785.5Not deficientGoodVery GoodVery Good31000
July 200585.5Not deficientGoodVery GoodVery Good31000
October 200386.9Not deficientVery GoodVery GoodVery Good28000
February 200286.6Not deficientExcellentExcellentExcellent28600
May 200086.6Not deficientExcellentExcellentExcellent28600
October 199986.6Not deficientExcellentExcellentExcellent28600
August 199162.3Functionally obsoleteGoodVery GoodGood20500