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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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201689.4FairSatisfactoryGoodGood-1940
January 201589.4GoodGoodGoodGood-1940
January 201389.4GoodGoodGoodGood-1940
January 201189.4GoodGoodGoodGood-1900
January 200989.4GoodGoodGoodGood-1900
February 200789.4GoodGoodGoodGood-1990
January 200589.4GoodGoodGoodGood-1560
February 200389.4GoodGoodGoodGood-1560
November 200089.4GoodGoodGoodGood-1820
December 199989.4GoodGoodGoodGood-1810
June 199789.4GoodVery GoodGoodGood-1640
February 199589.4GoodVery GoodVery GoodVery Good-1640
January 199389.4GoodVery GoodVery GoodVery Good-1640
February 199189.4GoodVery GoodVery GoodVery Good-1640