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CHEROKEE AVE. over I-20

Map 

Coordinates:
+33.74354, -84.37335
33°44'37" N, 84°22'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHEROKEE AVE. over I-20
Structure number:000000012107290
Location:IN E ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:103.0 ft. [31.4 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1990
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:7,480 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:94.7
Estimated cost of work:$1,201,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201594.7Not deficientGoodVery GoodGood7480
May 201394.7Not deficientVery GoodVery GoodGood7480
May 201196.7Not deficientVery GoodVery GoodGood7220
July 200996.7Not deficientVery GoodVery GoodGood7220
June 200796.7Not deficientVery GoodVery GoodGood6090
June 200596.8Not deficientVery GoodVery GoodGood4490
July 200397.8Not deficientVery GoodVery GoodGood4100
October 200197.8Not deficientVery GoodVery GoodGood4200
May 199997.5Not deficientGoodVery GoodGood10460
October 199697.5Not deficientVery GoodVery GoodVery Good10460
September 199497.2Not deficientVery GoodVery GoodVery Good10460
November 199297.3Not deficientVery GoodVery GoodVery Good9700
November 199097.3Not deficientVery GoodVery GoodVery Good9250