TAYLOR AVE E over IS 70, RV 70


+38.68320, -90.22577
38°40'60" 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:Collector (Urban) [17]
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:13.1 ft. [4.0 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,278 [as of 2017]
Truck traffic:5% 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]
Sufficiency rating:95.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodGood1227895.1
July 2015GoodGoodVery GoodGood1158495.2
September 2013GoodGoodVery GoodGood1065694.4
September 2011GoodGoodVery GoodGood1178294.2
September 2009GoodGoodVery GoodGood1240294.0
September 2007GoodGoodExcellentGood1292493.9
August 2005GoodGoodExcellentGood1303894.9
August 2003GoodVery GoodExcellentExcellent1334492.7
June 2001GoodExcellentExcellentExcellent1004878.0