+39.71414, -91.41888
39°42'51" N, 91°25'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VETERANS RD S over US 36
Structure number:28928
Location:S 23 T 57 N R 5 W
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:132.2 ft. [40.3 m]
Total length:315.0 ft. [96.0 m]
Roadway width between curbs:74.8 ft. [22.8 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:2002
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:2
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,773 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodExcellentExcellent477394.5
October 2015GoodGoodExcellentExcellent412994.6
October 2013GoodVery GoodExcellentExcellent398094.6
October 2011GoodVery GoodExcellentExcellent469494.5
October 2010GoodVery GoodExcellentExcellent256994.7
October 2008GoodVery GoodExcellentExcellent265494.7
January 2008GoodVery GoodExcellentExcellent280694.7
November 2005GoodVery GoodExcellentExcellent283194.7
October 2003GoodExcellentExcellentExcellent5095.0
July 2002GoodExcellentExcellentExcellent5095.0