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SR 15 over NORTH POWELL CREEK

Map

Coordinates:
+41.19611, -84.33167
41°11'46" N, 84°19'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 15 over NORTH POWELL CREEK
Structure number:2000709
Location:2.7 mi. North of DEF/PUT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,271 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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 assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201695.4GoodGoodGoodGood-4271
April 201596.0GoodGoodGoodGood-2810
April 201399.0GoodGoodGoodVery Good-2810
February 201298.6GoodGoodGoodVery Good-3720
February 201098.6GoodGoodGoodVery Good-3720
March 200998.5GoodGoodVery GoodVery Good-3950
September 200898.5GoodGoodVery GoodVery Good-3950
July 200798.5GoodGoodVery GoodVery Good-3950
June 200698.5GoodGoodVery GoodVery Good-4120
July 200598.5GoodGoodVery GoodVery Good-4120
August 200498.4GoodGoodVery GoodVery Good-4200
July 200398.4GoodGoodVery GoodVery Good-4200
July 200298.4GoodGoodVery GoodVery Good-4200
August 200098.5GoodGoodVery GoodVery Good-3960
August 199998.5GoodGoodVery GoodVery Good-3960
August 199898.5GoodGoodVery GoodGood-4100
September 199798.5GoodGoodGoodVery Good-4100
August 199698.5GoodGoodGoodExcellent-4100
August 199598.5GoodGoodGoodExcellent-4100
September 199498.5GoodGoodGoodExcellent-3910
September 199398.5GoodVery GoodVery GoodExcellent-3910
September 199298.5GoodVery GoodVery GoodExcellent-3910
August 199198.5GoodVery GoodVery GoodExcellent-3910