SR1011 over HAW RIVER


+35.61651, -79.05734
35°36'59" N, 79°03'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1011 over HAW RIVER
Structure number:000000000370419
Old structure number:000000000037419 (from 1992 edition)
Location:0.3 MI.E.JCT.SR1927
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:103.0 ft. [31.4 m]
Total length:401.9 ft. [122.5 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1999
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:4
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: January 2016 

Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2012]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
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:53.9 tons [49.0 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201696.5Not deficientGoodGoodGood2600
January 201496.5Not deficientGoodGoodGood2600
January 201296.5Not deficientGoodGoodGood2300
January 201096.5Not deficientSatisfactoryVery GoodGood2700
February 200892.7Not deficientSatisfactoryVery GoodGood2900
February 200692.7Not deficientSatisfactoryVery GoodGood2900
February 200492.6Not deficientSatisfactoryVery GoodVery Good4000
April 200292.6Not deficientSatisfactoryVery GoodVery Good4000
April 200092.7Not deficientSatisfactoryVery GoodVery Good3200
November 199992.7Not deficientExcellentExcellentExcellent3200
February 199817.2Structurally deficientPoorSeriousFair2800
February 199617.8Structurally deficientPoorSeriousSatisfactory3000
January 199421.9Structurally deficientPoorSeriousFair2800
January 19924.0Structurally deficientPoorPoorFair3100