Share:

HAWTHORNE LANE over US74

Map 

Coordinates:
+35.21824, -80.81926
35°13'06" N, 80°49'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAWTHORNE LANE over US74
Structure number:000000001190808
Location:0.79 MI. N. JCT. NC16
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:117.1 ft. [35.7 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1998
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: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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2012]
Truck traffic:7% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:67.9 tons [61.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201492.0Functionally obsoleteGoodGoodGood10000
July 201293.1Functionally obsoleteGoodGoodGood9300
July 201077.6Functionally obsoleteGoodVery GoodGood11600
September 200878.0Functionally obsoleteGoodVery GoodGood8600
September 200681.9Not deficientGoodVery GoodVery Good1000
August 200481.9Not deficientGoodVery GoodVery Good1000
September 200281.9Not deficientExcellentExcellentExcellent1000
September 200079.9Not deficientExcellentExcellentExcellent1000
August 199895.9Not deficientExcellentExcellentExcellent1000