Share:

JACKSON AVE over CREEK

Map 

Coordinates:
+38.99764, -94.53869
38°59'52" N, 94°32'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JACKSON AVE over CREEK
Structure number:25479
Old structure number:S121B31 048 (from 1992 edition)
Location:S 11 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:75.1 ft. [22.9 m]
Total length:350.1 ft. [106.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
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:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:1,240 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:65.3 tons [59.4 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201691.4Not deficientGoodVery GoodGood1240
April 201491.4Not deficientGoodVery GoodGood1240
April 201291.4Not deficientVery GoodVery GoodVery Good1240
April 201091.4Not deficientVery GoodVery GoodVery Good1240
April 200891.4Not deficientVery GoodVery GoodVery Good1240
March 200691.4Not deficientVery GoodVery GoodVery Good1106
March 200491.4Not deficientVery GoodVery GoodVery Good1106
July 200291.4Not deficientVery GoodVery GoodVery Good1106
July 200091.4Not deficientVery GoodVery GoodExcellent1106
July 199880.8Not deficientVery GoodExcellentExcellent10000
June 199680.8Not deficientGoodExcellentExcellent10000
September 199482.1Not deficientGoodExcellentExcellent10000