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JOHNSTON RD. over MCMULLEN CREEK

Map 

Coordinates:
+35.08982, -80.85395
35°05'23" N, 80°51'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JOHNSTON RD. over MCMULLEN CREEK
Structure number:000000001190200
Location:0.1 MI.N.JCT.NC51
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:78.7 ft. [24.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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 assessed or calculated scour condition. [5]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:90.9 tons [82.6 metric tons]
Sufficiency rating:91.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201491.7Not deficientSatisfactoryGoodGood31000
April 201296.4Not deficientGoodGoodGood15400
April 201096.4Not deficientGoodVery GoodVery Good15400
April 200896.4Not deficientVery GoodVery GoodVery Good15400
March 200696.4Not deficientVery GoodVery GoodVery Good15400
April 200496.4Not deficientVery GoodVery GoodVery Good15400
July 200296.4Not deficientVery GoodVery GoodVery Good15400
July 200096.4Not deficientVery GoodVery GoodVery Good15400
March 199896.4Not deficientVery GoodVery GoodVery Good15400
May 199091.5Not deficientGoodGoodSatisfactory19500