+38.20319, -90.38238
38°12'11" N, 90°22'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:19179
Old structure number:J- 77R 050 (from 1992 edition)
Location:S 1906 T 40 N R 6 E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:100.1 ft. [30.5 m]
Total length:224.1 ft. [68.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:Other Local Agencies [25]
Year built:1920
Year reconstructed:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
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: January 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:79.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201779.5GoodGoodGoodGood-150
January 201579.5GoodGoodGoodGood-150
January 201379.5GoodGoodVery GoodVery Good-150
January 201179.5GoodGoodVery GoodVery Good-150
February 200979.5GoodGoodVery GoodVery Good-150
February 200779.5GoodGoodVery GoodVery Good-150
March 200579.5GoodGoodVery GoodVery Good-150
February 200379.5GoodGoodVery GoodVery Good-150
February 200179.5GoodGoodVery GoodVery Good-150
December 199879.5GoodVery GoodVery GoodVery Good-150
February 199176.5GoodExcellentExcellentExcellent-150