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CARMEL ROAD over I485

Map 

Coordinates:
+35.06747, -80.86370
35°04'03" N, 80°51'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CARMEL ROAD over I485
Structure number:000000001190651
Location:1.7 MI. W. JCT. NC51
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:118.1 ft. [36.0 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:37.7 ft. [11.5 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1993
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:300 [as of 1992]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201488.7Functionally obsoleteGoodVery GoodGood300
June 201292.8Not deficientGoodGoodGood300
June 201092.2Not deficientGoodVery GoodGood300
August 200892.2Not deficientGoodVery GoodGood300
August 200692.2Not deficientGoodVery GoodVery Good300
December 200392.2Not deficientGoodVery GoodVery Good300
March 200292.2Not deficientVery GoodExcellentExcellent300
February 200092.2Not deficientExcellentExcellentExcellent300