TAYLOR AVE E over IS 70, RV 70


+38.68310, -90.22596
38°40'59" N, 90°13'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:TAYLOR AVE E over IS 70, RV 70
Structure number:12066
Location:S 33 T 46 N R 7 E
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:101.4 ft. [30.9 m]
Total length:392.1 ft. [119.5 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
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: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,584 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:91.1 tons [82.8 metric tons]
Inventory rating:51.5 tons [46.8 metric tons]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201595.2GoodGoodVery GoodGood-11584
September 201394.4GoodGoodVery GoodGood-10656
September 201194.2GoodGoodVery GoodGood-11782
September 200994.0GoodGoodVery GoodGood-12402
September 200793.9GoodGoodExcellentGood-12924
August 200594.9GoodGoodExcellentGood-13038
August 200392.7GoodVery GoodExcellentExcellent-13344
June 200178.0GoodExcellentExcellentExcellent-10048