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SR 165 over NORFOLK SOUTHERN R/R

Map

Coordinates:
+32.34202, -85.02189
32°20'31" N, 85°01'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 165 over NORFOLK SOUTHERN R/R
Structure number:014952
Location:4.9 MI S PHENIX CITY
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Rural) [06]
Length of largest span:55.1 ft. [16.8 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,750 [as of 2013]
Truck traffic:10% 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,857,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodGoodGoodGood975094.7
March 2014GoodGoodGoodGood975094.7
March 2012GoodGoodGoodVery Good667095.4
March 2010GoodGoodVery GoodVery Good691097.4
March 2008GoodGoodVery GoodVery Good680097.4
January 2006GoodGoodVery GoodVery Good685097.4
January 2004GoodVery GoodVery GoodVery Good663097.4
January 2002GoodVery GoodVery GoodVery Good663097.4
January 2000GoodVery GoodVery GoodVery Good713097.3
January 1998GoodVery GoodVery GoodVery Good727097.3
January 1996GoodVery GoodVery GoodVery Good635097.6
November 1993GoodExcellentExcellentExcellent440099.0
October 1991GoodExcellentExcellentExcellent416099.1