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REDDMAN ROAD over CAMPBELL CREEK TRIB.

Map 

Coordinates:
+35.18893, -80.74998
35°11'20" N, 80°44'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:REDDMAN ROAD over CAMPBELL CREEK TRIB.
Structure number:000000001190439
Location:.2 MI.N.JCT.ELM FOREST RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:630 [as of 1991]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:92.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201492.1Not deficientSatisfactorySatisfactorySatisfactory630
May 201286.1Not deficientGoodGoodGood630
May 201078.8Not deficientGoodGoodSatisfactory630
August 200878.8Not deficientGoodGoodSatisfactory630
June 200639.8Structurally deficientGoodGoodSerious630
April 200439.8Structurally deficientVery GoodVery GoodPoor630
July 200274.5Not deficientVery GoodVery GoodGood630
July 200074.4Not deficientVery GoodVery GoodGood630
March 199874.4Not deficientVery GoodVery GoodSatisfactory630
June 199075.8Not deficientSatisfactorySatisfactorySatisfactory630