+38.29472, -90.52889
38°17'41" N, 90°31'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:OLD HWY 21 S over SANDY CR
Structure number:32913
Old structure number:K 598 1 (from 1992 edition)
Location:S 13 T 41 N R 4 E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:52.5 ft. [16.0 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:2009
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:3,266 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:78.2 tons [71.1 metric tons]
Inventory rating:46.5 tons [42.3 metric tons]
Sufficiency rating:68.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201568.4Not deficientGoodFairSatisfactory3266
January 201370.4Not deficientVery GoodGoodSatisfactory11000
January 201170.4Not deficientVery GoodGoodSatisfactory11000
January 201070.4Not deficientVery GoodGoodSatisfactory11000
November 200029.5Structurally deficientSeriousSatisfactoryFair13935
January 200029.5Structurally deficientSeriousSatisfactoryFair13516
October 199839.5Structurally deficientSeriousSatisfactorySatisfactory13516
January 199843.5Functionally obsoleteFairGoodSatisfactory13516
January 199743.5Functionally obsoleteFairGoodSatisfactory11044
February 199643.5Functionally obsoleteFairGoodSatisfactory11044
January 199543.5Functionally obsoleteFairGoodSatisfactory11690
February 199443.5Functionally obsoleteFairGoodSatisfactory11306
February 199343.5Functionally obsoleteFairGoodSatisfactory11306
December 199144.5Functionally obsoleteSatisfactoryGoodGood10778