US 11 over SOU L * N C OF G RRS


+33.52019, -86.79359
33°31'13" N, 86°47'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 11 over SOU L * N C OF G RRS
Structure number:003651
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.0 ft. [26.2 m]
Total length:2954.2 ft. [900.4 m]
Roadway width between curbs:73.2 ft. [22.3 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
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: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,760 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:22.9 tons [20.8 metric tons]
Sufficiency rating:61.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$55,013,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201561.7FairSatisfactoryFairSatisfactory-15760
August 201363.8FairSatisfactoryFairFair-15760
August 201263.8FairSatisfactoryFairFair-15790
August 201163.6PoorSatisfactoryPoorPoorSD15670
August 201063.6PoorSatisfactoryPoorPoorSD15670
August 200963.4PoorSatisfactoryPoorPoorSD16850
August 200763.7PoorSatisfactoryPoorPoorSD15050
August 200563.2PoorSatisfactoryPoorPoorSD17830
July 200362.9PoorGoodPoorPoorSD19600
July 200162.9PoorGoodPoorPoorSD19600
June 199978.6FairGoodFairFair-19190
June 199790.1FairGoodSatisfactorySatisfactory-19160
June 199589.8FairSatisfactorySatisfactorySatisfactory-19270
May 199374.6FairSatisfactoryFairGood-17350
January 199185.6FairSatisfactoryGoodGood-20700