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PUMP STATION ROAD over TRIB TO OTTER CREEK

Map

Coordinates:
+39.07748, -90.42971
39°04'39" N, 90°25'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PUMP STATION ROAD over TRIB TO OTTER CREEK
Structure number:042313300000000
Old structure number:000042313333584 (from 1992 edition)
Location:3 M NW OF OTTERVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.4 ft. [18.1 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201592.5GoodVery GoodVery GoodVery Good-175
March 201194.5GoodVery GoodVery GoodExcellent-200
December 200694.5GoodExcellentExcellentExcellent-200
January 200294.5GoodExcellentExcellentExcellent-150
February 200094.5GoodExcellentExcellentExcellent-150
200094.5GoodExcellentExcellentExcellent-150