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TH 65 (3RD AVE S) over MISS RVR, CITY ST

Map

Coordinates:
+44.98443, -93.25670
44°59'04" N, 93°15'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TH 65 (3RD AVE S) over MISS RVR, CITY ST
Structure number:2440
Location:0.3 MI NE OF JCT TH 952A
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:236.6 ft. [72.1 m]
Total length:1887.9 ft. [575.4 m]
Roadway width between curbs:58.7 ft. [17.9 m]
Deck width edge-to-edge:81.7 ft. [24.9 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1917
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,500 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:62.8 tons [57.1 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:62.6
Estimated cost of work:$999,999,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201662.6PoorSatisfactorySatisfactoryPoorSD15500
October 201462.6PoorSatisfactorySatisfactoryPoorSD15500
October 201279.2FairSatisfactorySatisfactoryFair-15500
September 201079.2FairSatisfactorySatisfactoryFair-15500
August 200880.2FairSatisfactorySatisfactoryFair-15500
November 200780.2FairSatisfactorySatisfactoryFair-15500
July 200680.2FairSatisfactorySatisfactoryFair-15500
May 200580.2FairSatisfactorySatisfactoryFair-15500
September 200479.8FairSatisfactorySatisfactoryFair-18500
August 200391.1FairSatisfactorySatisfactorySatisfactory-18500
September 200260.6PoorPoorPoorFairSD14600
July 200160.6PoorPoorPoorFairSD14600
July 200061.7PoorFairPoorFairSD14600
October 19990.0PoorFairPoorFair-2100
June 199861.7PoorFairPoorFairSD14600
June 199761.8PoorFairPoorFairSD14600
September 199661.8PoorFairPoorFairSD14600
July 199559.7PoorGoodPoorSatisfactorySD18300
July 199459.9PoorGoodPoorSatisfactorySD17000
May 199359.9PoorGoodPoorSatisfactorySD17000
August 199259.7PoorGoodPoorSatisfactorySD18600
July 199259.7PoorGoodPoorGoodSD18600