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ARBORWAY LANE over MCMULLEN CREEK

Map 

Coordinates:
+35.15396, -80.80939
35°09'14" N, 80°48'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ARBORWAY LANE over MCMULLEN CREEK
Structure number:000000001190420
Old structure number:000000000119420 (from 1992 edition)
Location:0.45 MI N JCT FAIRWAY RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:36.1 ft. [11.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 1990]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 2014100.0Not deficient---500
April 201289.0Not deficient---500
April 201089.0Not deficient---500
April 200889.0Not deficient---500
March 200689.0Not deficient---500
April 200494.5Not deficient---500
July 200294.5Not deficient---500
September 200094.4Not deficient---500
March 199888.9Not deficient---500
June 199696.0Not deficient---500
August 199485.0Not deficient---500
July 199291.0Not deficient---500
June 199085.0Not deficient---500