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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 2014 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.2
Estimated cost of work:$3,200,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201487.2Functionally obsoleteGoodGoodGood39000
May 201293.5Not deficientGoodGoodGood39000
June 201093.5Not deficientGoodGoodGood39000
September 200898.9Not deficientGoodGoodGood500
June 200696.0Not deficientGoodVery GoodGood21020
June 200494.3Not deficientGoodVery GoodGood33410
March 200293.4Not deficientGoodVery GoodGood39400
March 200093.5Not deficientGoodVery GoodGood39000
April 199891.8Not deficientGoodVery GoodGood36200
August 199591.9Not deficientVery GoodVery GoodVery Good33400
February 199492.0Not deficientVery GoodVery GoodVery Good33230