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PAVILION BLVD. over MALLARD CREEK

Mecklenburg County, North Carolina

Map

Coordinates:
+35.33214, -80.71586
35°19'56" N, 80°42'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PAVILION BLVD. over MALLARD CREEK
Structure number:000000001191017
Location:.2 MI.S.JCT.US29
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.9 ft. [13.7 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,300 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:77.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201677.2FairSatisfactorySatisfactorySatisfactory-7300
April 201476.0FairSatisfactoryGoodGood-7300
April 201279.8GoodGoodGoodGoodFO1000
April 201058.6GoodGoodGoodGoodFO1000
April 200858.6GoodGoodGoodGoodFO1000
June 200658.6GoodGoodGoodGoodFO1000
May 200458.6GoodGoodGoodVery GoodFO1000