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US 30 WB over DEEDS CREEK

Map

Coordinates:
+41.20833, -85.72500
41°12'30" N, 85°43'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 30 WB over DEEDS CREEK
Structure number:008620
Location:01.08 W SR 13
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1994
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:Prestressed concrete continuous [6]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,965 [as of 2014]
Truck traffic:29% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201699.0GoodGoodVery GoodGood-10965
June 201499.1GoodGoodVery GoodVery Good-9688
February 201499.1GoodGoodVery GoodVery Good-9688
February 201299.1GoodGoodVery GoodVery Good-9688
February 201099.1GoodGoodVery GoodVery Good-9688
February 200899.1GoodGoodVery GoodVery Good-9688
February 200699.6GoodGoodVery GoodVery Good-9688
February 200499.6GoodGoodVery GoodVery Good-9498
February 200299.6GoodGoodVery GoodVery Good-9498
February 200097.2GoodVery GoodVery GoodVery Good-8428
March 199897.2GoodVery GoodExcellentVery Good-8428
March 199697.2GoodExcellentExcellentVery Good-8428
November 199497.4GoodExcellentExcellentVery Good-8198
July 199279.2PoorPoorGoodSatisfactorySD8200
October 199068.0FairFairSatisfactoryFair-8200