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DRY GULCH RD over TRIB OF GREEN RIVER

Map

Coordinates:
+41.67563, -89.31996
41°40'32" N, 89°19'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:DRY GULCH RD over TRIB OF GREEN RIVER
Structure number:052404500000000
Old structure number:000052404527458 (from 1992 edition)
Location:1.2 MI S MORMAN RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:Town or Township Highway Agency [03]
Year built:1979
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]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201781.9FairSatisfactorySatisfactoryFair-75
January 201581.9FairSatisfactorySatisfactoryFair-75
January 201395.0FairSatisfactorySatisfactoryVery Good-75
January 201189.4FairSatisfactorySatisfactoryVery Good-200
January 200789.4GoodVery GoodVery GoodVery Good-200
September 200389.4GoodVery GoodVery GoodVery Good-159
September 199989.4GoodVery GoodVery GoodVery Good-150
August 199588.9GoodVery GoodVery GoodVery Good-150
September 199388.9GoodVery GoodVery GoodVery Good-149
July 199188.9GoodVery GoodVery GoodVery Good-149