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BALLANTYNE CORP.PL over US 521/I-485 RAMP

Map

Coordinates:
+35.06079, -80.84786
35°03'39" N, 80°50'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BALLANTYNE CORP.PL over US 521/I-485 RAMP
Structure number:000000001191032
Location:.4 MI.E.JCT.BRIXHAM HILLS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:145.0 ft. [44.2 m]
Total length:295.0 ft. [89.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1993
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:2
Main spans material:Steel continuous [4]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1980]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairGoodSatisfactory100095.8
May 2014FairFairGoodSatisfactory100093.8
May 2012GoodGoodGoodGood100093.8
May 2010GoodVery GoodVery GoodVery Good100097.8
July 2008GoodVery GoodVery GoodVery Good100097.8
September 2006GoodVery GoodVery GoodVery Good100097.8
September 2004GoodVery GoodVery GoodVery Good100097.8