+35.34669, -80.59700
35°20'48" N, 80°35'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000250181
Location:0.3 MI. S. JCT. SR1183
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.9 ft. [20.1 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1990
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:3
Main spans material:Steel [3]
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2012]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:65.9 tons [59.9 metric tons]
Sufficiency rating:79.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201679.9GoodGoodGoodGoodFO6300
April 201479.9GoodGoodGoodGoodFO6300
April 201279.9GoodGoodGoodGoodFO6300
May 201079.8GoodGoodVery GoodGoodFO6500
June 200879.8GoodGoodVery GoodGoodFO6500
June 200679.8GoodGoodVery GoodVery GoodFO6500
May 200482.2GoodVery GoodVery GoodVery Good-4400
June 200282.2GoodVery GoodVery GoodVery Good-4400
April 200082.2GoodVery GoodVery GoodVery Good-4400
February 199882.4GoodVery GoodVery GoodVery Good-3200
February 199291.3GoodExcellentExcellentExcellent-2000