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COMPTON AVE S over IS 64

Map 

Coordinates:
+38.63000, -90.22500
38°37'48" N, 90°13'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COMPTON AVE S over IS 64
Structure number:30830
Location:S 22 T 45 N R 7 E
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:105.6 ft. [32.2 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:10,336 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.2 tons [67.5 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201595.0Not deficientSatisfactoryGoodVery Good10336
August 201395.1Not deficientSatisfactoryVery GoodExcellent9863
August 201195.0Not deficientGoodVery GoodExcellent10022
August 200995.0Not deficientGoodVery GoodExcellent10336
August 200797.0Not deficientVery GoodVery GoodExcellent10944
February 200597.3Not deficientExcellentExcellentExcellent7514