Share:

CONN 2 over HWY 61

Map

Coordinates:
+45.51417, -122.68921
45°30'51" N, 122°41'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CONN 2 over HWY 61
Structure number:09254E061C00157
Location:0.1 MI S OF CLAY ST
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:121.1 ft. [36.9 m]
Total length:1034.2 ft. [315.2 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
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:10
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:83.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$5,515,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201583.5FairFairSatisfactorySatisfactoryFO30000
July 201383.5FairFairSatisfactorySatisfactoryFO30100
July 201183.5FairFairSatisfactoryGoodFO30100
May 201083.2FairFairSatisfactoryGoodFO30977
May 200891.9FairFairSatisfactoryGoodFO30977
May 200674.2FairFairSatisfactoryGoodFO29777
May 200463.5FairSatisfactoryFairSatisfactoryFO29777
March 200277.5GoodGoodGoodVery Good-28910
March 200075.5GoodGoodGoodVery GoodFO28000
March 199877.6GoodGoodGoodVery Good-28000
March 199678.4GoodGoodGoodVery Good-26700
March 199478.4GoodGoodGoodVery Good-26700
March 199278.4GoodGoodGoodVery Good-26700
March 199076.6GoodVery GoodGoodVery Good-24800