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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201561.7Not deficientSatisfactoryFairSatisfactory15760
August 201363.8Not deficientSatisfactoryFairFair15760
August 201263.8Not deficientSatisfactoryFairFair15790
August 201163.6Structurally deficientSatisfactoryPoorPoor15670
August 201063.6Structurally deficientSatisfactoryPoorPoor15670
August 200963.4Structurally deficientSatisfactoryPoorPoor16850
August 200763.7Structurally deficientSatisfactoryPoorPoor15050
August 200563.2Structurally deficientSatisfactoryPoorPoor17830
July 200362.9Structurally deficientGoodPoorPoor19600
July 200162.9Structurally deficientGoodPoorPoor19600
June 199978.6Not deficientGoodFairFair19190
June 199790.1Not deficientGoodSatisfactorySatisfactory19160
June 199589.8Not deficientSatisfactorySatisfactorySatisfactory19270
May 199374.6Not deficientSatisfactoryFairGood17350
January 199185.6Not deficientSatisfactoryGoodGood20700