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GARFIELD AVENUE over BIG SIOUX RIVER

Map 

Coordinates:
+43.82112, -96.70676
43°49'16" N, 96°42'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GARFIELD AVENUE over BIG SIOUX RIVER
Structure number:000000050210018
Location:GARFIELD AVE-DELL RAPIDS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:75.1 ft. [22.9 m]
Total length:302.8 ft. [92.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:Town or Township Highway Agency [03]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
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: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2014]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:87.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,738,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201687.8GoodGoodVery GoodGood-1400
December 201488.3GoodGoodVery GoodGood-1400
October 201329.7PoorFairFairPoorSD400
September 201129.7PoorFairFairPoorSD400
October 200929.7PoorFairFairPoorSD400
October 200729.7PoorFairFairPoorSD400
August 200536.0FairFairFairFairFO400
September 200336.0FairFairFairFairFO400
August 200136.0FairFairFairFairFO400
August 199936.0FairFairFairFairSD400
June 199727.6PoorPoorPoorFairSD400
May 199526.6PoorPoorPoorFairSD400
May 199326.6PoorPoorFairFairSD400
March 199137.0PoorPoorFairFairSD400