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MOORES MILL ROAD over I-75

Map 

Coordinates:
+33.83161, -84.42654
33°49'54" N, 84°25'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MOORES MILL ROAD over I-75
Structure number:000000012103260
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:149.9 ft. [45.7 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1984
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:Steel continuous [4]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2012]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.7
Estimated cost of work:$2,581,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201559.7Functionally obsoleteGoodGoodSatisfactory12000
June 201359.7Functionally obsoleteGoodVery GoodGood12000
June 201164.6Not deficientGoodVery GoodGood13270
October 200964.6Not deficientGoodVery GoodGood13270
July 200764.6Not deficientGoodVery GoodGood13270
July 200578.4Not deficientGoodVery GoodGood10940
July 200378.2Not deficientGoodVery GoodGood16200
July 200179.0Not deficientGoodVery GoodGood12750
October 199978.0Not deficientGoodVery GoodGood12750
July 199678.0Not deficientGoodVery GoodGood12750
August 199478.4Not deficientGoodVery GoodGood12750
October 199278.4Not deficientGoodVery GoodGood12750
September 199079.4Not deficientGoodVery GoodGood12750