Share:

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 18 / H 20 [4]
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 2016

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201692.1FairSatisfactorySatisfactorySatisfactory-630
May 201492.1FairSatisfactorySatisfactorySatisfactory-630
May 201286.1GoodGoodGoodGood-630
May 201078.8FairGoodGoodSatisfactory-630
August 200878.8FairGoodGoodSatisfactory-630
June 200639.8PoorGoodGoodSeriousSD630
April 200439.8PoorVery GoodVery GoodPoorSD630
July 200274.5GoodVery GoodVery GoodGood-630
July 200074.4GoodVery GoodVery GoodGood-630
March 199874.4FairVery GoodVery GoodSatisfactory-630
June 199075.8FairSatisfactorySatisfactorySatisfactory-630