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US1 SBL over DEEP RIVER

Map 

Coordinates:
+35.61931, -79.09466
35°37'10" N, 79°05'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US1 SBL over DEEP RIVER
Structure number:000000000370007
Location:0.47 MI. W. JCT. SR1012
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:128.0 ft. [39.0 m]
Total length:839.9 ft. [256.0 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]
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2013]
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:96.8 tons [88.0 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:99.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201599.1Not deficientGoodGoodGood10000
December 201399.0Not deficientGoodGoodGood11000
December 201199.0Not deficientGoodGoodGood10500
December 200998.2Not deficientSatisfactoryVery GoodGood19000
December 200799.1Not deficientSatisfactoryVery GoodGood10000
January 200699.0Not deficientSatisfactoryVery GoodGood11000
March 200499.2Not deficientSatisfactoryVery GoodVery Good9000
August 200199.2Not deficientSatisfactoryVery GoodVery Good8500
August 199997.3Not deficientGoodVery GoodVery Good7500
September 199150.5Structurally deficientSatisfactoryGoodPoor8000