Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:3136337
Location:.4MI W OF I75&HOPPLE OPAS
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.1 ft. [23.8 m]
Total length:1925.9 ft. [587.0 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1916
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:27
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,189 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.5 tons [35.0 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:57.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$13,700,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201657.0FairGoodVery GoodSatisfactoryFO24189
December 201555.0FairGoodVery GoodSatisfactoryFO32000
October 201470.8FairGoodVery GoodSatisfactoryFO32000
December 201355.0FairGoodVery GoodSatisfactoryFO32000
October 201255.0FairGoodVery GoodSatisfactoryFO32000
November 201155.0FairGoodVery GoodSatisfactoryFO32000
August 201062.5FairGoodVery GoodSatisfactoryFO32000
June 200962.5FairGoodVery GoodSatisfactoryFO32000
June 200862.5GoodGoodVery GoodGoodFO32000
August 200762.5GoodGoodVery GoodGoodFO32000
October 200662.5GoodGoodVery GoodGoodFO32000
May 200562.5GoodGoodVery GoodGoodFO32000
January 200362.5GoodGoodVery GoodGoodFO32000
January 200262.5GoodGoodVery GoodGoodFO32000
March 200062.5GoodGoodVery GoodGoodFO32000
December 199862.5GoodGoodVery GoodGoodFO32000
October 199562.5GoodGoodVery GoodGoodFO32000
September 199362.0GoodGoodVery GoodGood-32000
September 199262.0GoodGoodVery GoodGood-32000
December 199162.0GoodVery GoodVery GoodGood-32000
December 199049.1FairVery GoodVery GoodFair-32000