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US1 SBL over HAW RIVER

Map 

Coordinates:
+35.63237, -79.06069
35°37'57" N, 79°03'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US1 SBL over HAW RIVER
Structure number:000000000370053
Location:0.5 MI. W. JCT. SR1972
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:84.0 ft. [25.6 m]
Total length:391.1 ft. [119.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
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]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:10,000 [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:Better than present minimum criteria [7]
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:90.9 tons [82.6 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:99.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201699.1Not deficientGoodGoodGood10000
January 201499.1Not deficientGoodGoodGood10000
March 201299.1Not deficientGoodGoodGood10000
March 201099.2Not deficientSatisfactoryGoodGood9000
February 200899.1Not deficientSatisfactoryVery GoodVery Good10000
January 200699.1Not deficientSatisfactoryVery GoodVery Good10000
March 200499.3Not deficientSatisfactoryVery GoodVery Good8000
March 200299.3Not deficientSatisfactoryVery GoodVery Good8000
April 200099.4Not deficientGoodExcellentExcellent6500
January 199897.5Not deficientExcellentExcellentExcellent5450
April 199077.0Not deficientSatisfactoryVery GoodSatisfactory6400