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US15,US501 SBL over HAW RIVER

Map 

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

Facts 

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:107.0 ft. [32.6 m]
Total length:1046.0 ft. [318.8 m]
Roadway width between curbs:37.4 ft. [11.4 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:MS 18+Mod / HS 20+Mod [6]
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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201699.3Not deficientGoodGoodGood7500
February 201499.3Not deficientGoodGoodGood7500
February 201299.4Not deficientGoodGoodGood6500
February 201099.4Not deficientSatisfactorySatisfactoryGood6000
February 200899.4Not deficientExcellentExcellentExcellent6000
December 200599.4Not deficientExcellentExcellentExcellent6000
March 200459.9Not deficientFairSatisfactoryFair9800
March 200259.9Not deficientFairSatisfactoryFair9800
March 200062.5Not deficientFairSatisfactoryFair9600
December 199760.5Not deficientFairSatisfactoryFair9250
January 199250.9Not deficientFairGoodFair7750