+35.77410, -79.14929
35°46'27" N, 79°08'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US15,US501 SBL over HAW RIVER
Structure number:000000000370025
Location:0.2 MI. N. JCT. SR1523
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:104.0 ft. [31.7 m]
Total length:1046.0 ft. [318.8 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:2005
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:10
Main spans material:Prestressed concrete continuous [6]
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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2012]
Truck traffic:14% 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:Equal to present minimum criteria [6]
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:98.8 tons [89.8 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:99.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.3GoodGoodGoodGood-7500
February 201499.3GoodGoodGoodGood-7500
February 201299.4GoodGoodGoodGood-6500
February 201099.4FairSatisfactorySatisfactoryGood-6000
February 200899.4GoodExcellentExcellentExcellent-6000
December 200599.4GoodExcellentExcellentExcellent-6000
March 200459.9FairFairSatisfactoryFair-9800
March 200259.9FairFairSatisfactoryFair-9800
March 200062.5FairFairSatisfactoryFair-9600
December 199760.5FairFairSatisfactoryFair-9250
January 199250.9FairFairGoodFair-7750