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MORELAND AVE. over I-20

Map

Coordinates:
+33.74530, -84.34924
33°44'43" N, 84°20'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MORELAND AVE. over I-20
Structure number:000000008903080
Location:5 MI SW OF DECATUR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:121.1 ft. [36.9 m]
Total length:231.0 ft. [70.4 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:102.4 ft. [31.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1992
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:Prestressed concrete [5]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:39,000 [as of 2010]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.3 tons [63.9 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:87.2
Estimated cost of work:$3,200,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201687.2GoodGoodGoodGoodFO39000
May 201487.2GoodGoodGoodGoodFO39000
May 201293.5GoodGoodGoodGood-39000
June 201093.5GoodGoodGoodGood-39000
September 200898.9GoodGoodGoodGood-500
June 200696.0GoodGoodVery GoodGood-21020
June 200494.3GoodGoodVery GoodGood-33410
March 200293.4GoodGoodVery GoodGood-39400
March 200093.5GoodGoodVery GoodGood-39000
April 199891.8GoodGoodVery GoodGood-36200
August 199591.9GoodVery GoodVery GoodVery Good-33400
February 199492.0GoodVery GoodVery GoodVery Good-33230