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US1 BUS. over US421 (FUTURE) NC87

Map

Coordinates:
+35.50896, -79.17884
35°30'32" N, 79°10'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US1 BUS. over US421 (FUTURE) NC87
Structure number:000000001050119
Location:0.45 MI. N. JCT. SR1406
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:133.9 ft. [40.8 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,800 [as of 2015]
Truck traffic:12% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
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:92.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood880092.1
October 2015GoodGoodGoodGood935092.0
October 2013GoodGoodGoodGood935092.0
October 2011GoodGoodGoodGood780092.2
October 2009GoodExcellentExcellentVery Good2400090.6
February 2008GoodExcellentExcellentExcellent1700091.3
September 2006GoodExcellentExcellentExcellent1250091.7
September 2004GoodExcellentExcellentExcellent1250091.7