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LENOX AVENUE over CEDAR CREEK

Map

Coordinates:
+30.29889, -81.75528
30°17'56" N, 81°45'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LENOX AVENUE over CEDAR CREEK
Structure number:724011
Location:0.2 MI W OF LANE AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:43.3 ft. [13.2 m]
Total length:86.6 ft. [26.4 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,700 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.3 tons [50.3 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:81.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201681.5FairGoodGoodSatisfactory-8700
November 201481.5FairGoodGoodSatisfactory-8600
November 201281.5FairGoodGoodSatisfactory-9201
November 201081.5FairGoodGoodSatisfactory-9201
November 200880.9FairGoodGoodSatisfactory-9201
November 200680.9FairGoodVery GoodSatisfactory-9201
November 200480.9FairGoodVery GoodSatisfactory-9201
November 200280.9GoodGoodGoodGood-9201
November 200083.1GoodGoodGoodGood-7421
November 199882.1GoodGoodGoodGood-7421
November 199682.1GoodGoodGoodGood-7421
July 199582.6GoodGoodGoodGood-7421
July 199368.2FairGoodGoodFair-7421
July 199179.3GoodGoodGoodGood-7421