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CENTER ST over I 59/20

Map

Coordinates:
+33.52049, -86.83615
33°31'14" N, 86°50'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CENTER ST over I 59/20
Structure number:009869
Location:I 59 * CENTER ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:82.0 ft. [25.0 m]
Total length:334.0 ft. [101.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1969
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:5
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.4 tons [44.9 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:82.5
Estimated cost of work:$4,188,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201682.5FairSatisfactorySatisfactorySatisfactoryFO4000
April 201486.7FairSatisfactorySatisfactorySatisfactoryFO4000
April 201286.7FairSatisfactorySatisfactoryGoodFO4000
April 201086.7FairSatisfactorySatisfactoryGoodFO4000
April 200886.7FairSatisfactorySatisfactoryGoodFO4000
April 200688.7GoodGoodGoodGoodFO4000
April 200490.8GoodGoodGoodGood-4000
April 200290.8GoodGoodGoodGood-4000
May 200090.8GoodGoodGoodGood-4000
March 199890.4GoodGoodGoodGood-4000
January 199690.4GoodGoodGoodGood-4000
February 199490.8GoodGoodGoodGood-3000
September 199187.3FairSatisfactoryGoodGood-9000