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HORTENSE WAY over PROCTOR CREEK

Map 

Coordinates:
+33.77591, -84.44064
33°46'33" N, 84°26'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HORTENSE WAY over PROCTOR CREEK
Structure number:000000012150950
Location:IN WEST ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:124.0 ft. [37.8 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
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]
Main span material:Steel [3]
Main span 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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2011]
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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.4
Estimated cost of work:$727,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201589.4Not deficientGoodGoodGood1940
January 201389.4Not deficientGoodGoodGood1940
January 201189.4Not deficientGoodGoodGood1900
January 200989.4Not deficientGoodGoodGood1900
February 200789.4Not deficientGoodGoodGood1990
January 200589.4Not deficientGoodGoodGood1560
February 200389.4Not deficientGoodGoodGood1560
November 200089.4Not deficientGoodGoodGood1820
December 199989.4Not deficientGoodGoodGood1810
June 199789.4Not deficientVery GoodGoodGood1640
February 199589.4Not deficientVery GoodVery GoodVery Good1640
January 199389.4Not deficientVery GoodVery GoodVery Good1640
February 199189.4Not deficientVery GoodVery GoodVery Good1640