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NC24,NC27,NC73WBL over PEE DEE RIVER

Map

Coordinates:
+35.30826, -80.07948
35°18'30" N, 80°04'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC24,NC27,NC73WBL over PEE DEE RIVER
Structure number:000000001670051
Location:0.1 MI. E. JCT. SR1803
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:201.1 ft. [61.3 m]
Total length:1060.1 ft. [323.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1927
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:4
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,600 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:47.9 tons [43.5 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:46.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201646.9PoorSatisfactorySatisfactoryPoorSD4600
August 201445.8PoorFairPoorPoorSD4750
August 201249.9PoorFairPoorPoorSD4650
August 201046.8PoorFairSatisfactoryPoorSD4450
August 200833.3PoorFairSatisfactoryPoorSD4950
August 200635.2PoorFairSatisfactoryPoorSD4700
June 200429.1PoorPoorSatisfactoryPoorSD5000
June 200229.3PoorPoorSatisfactoryPoorSD4550
July 200042.5PoorPoorSatisfactoryPoorSD3650
August 199842.4PoorPoorSatisfactoryPoorSD3950
December 199128.1PoorPoorSatisfactoryPoorSD3900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3,3103,310000
Deck
Reinforced Concrete Decksq. ft.23,58323,583000
Substructure
Reinforced Concrete Columneach2824310
Reinforced Concrete Abutmentlinear ft.5050000
Reinforced Concrete Pile Cap/Footinglinear ft.1523212000
Reinforced Concrete Pier Caplinear ft.282282000
Bearings
Other Bearingeach5252000
Steel Protective Coatingsq. ft.4646000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.870870000
Deck
Reinforced Concrete Slabsq. ft.1,3541,354000
Coatings
Wearing Surfacessq. ft.8,6648,664000