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KNOX AVE over RVR DES PERES

Map

Coordinates:
+38.62159, -90.29018
38°37'18" N, 90°17'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:KNOX AVE over RVR DES PERES
Structure number:12430
Old structure number:U387510007 115 (from 1992 edition)
Location:S 20 T 44 N R 6 E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:65.0 ft. [19.8 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete continuous [6]
Main span 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: April 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:1,580 [as of 2016]
Truck traffic:5% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.4 tons [57.6 metric tons]
Inventory rating:46.5 tons [42.3 metric tons]
Sufficiency rating:89.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201689.4GoodGoodGoodGood-1580
April 201489.4GoodGoodGoodGood-1580
April 201289.4GoodGoodGoodVery Good-1580
May 201089.4GoodGoodGoodVery Good-1580
April 200889.4GoodGoodGoodVery Good-1580
May 200689.4GoodGoodGoodVery Good-1580
March 200490.4GoodGoodVery GoodVery Good-1580
April 200290.4GoodGoodVery GoodVery Good-1580
May 200090.4GoodGoodExcellentExcellent-1580
April 199890.3GoodGoodExcellentExcellent-1580
June 199188.3GoodExcellentExcellentExcellent-2000