Share:

WELLINGTON AVE over RVR DES PERES

Map 

Coordinates:
+38.60000, -90.31667
38°36'00" N, 90°19'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WELLINGTON AVE over RVR DES PERES
Structure number:30994
Location:S 35 T 45 N R 6 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:2013
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:15,500 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201596.8Not deficientSatisfactorySatisfactoryVery Good15500
June 201396.8Not deficientVery GoodVery GoodExcellent15500
January 201196.8Not deficientExcellentExcellentExcellent15500
January 201096.8Not deficientExcellentExcellentExcellent15500
April 200896.8Not deficientExcellentExcellentExcellent15500
June 200796.8Not deficientExcellentExcellentExcellent15500
June 200596.8Not deficientExcellentExcellentExcellent15500