+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 2015 

Status:Open, no restriction [A]
Average daily traffic:150 [as of 2013]
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. ratingEvaluationDeckSuper.Sub.ADT
January 201579.5Not deficientGoodGoodGood150
January 201379.5Not deficientGoodVery GoodVery Good150
January 201179.5Not deficientGoodVery GoodVery Good150
February 200979.5Not deficientGoodVery GoodVery Good150
February 200779.5Not deficientGoodVery GoodVery Good150
March 200579.5Not deficientGoodVery GoodVery Good150
February 200379.5Not deficientGoodVery GoodVery Good150
February 200179.5Not deficientGoodVery GoodVery Good150
December 199879.5Not deficientVery GoodVery GoodVery Good150
February 199176.5Not deficientExcellentExcellentExcellent150