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4TH ST/FAS 2330 over WHISKEY CREEK

Map

Coordinates:
+42.83218, -98.46611
42°49'56" N, 98°27'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4TH ST/FAS 2330 over WHISKEY CREEK
Structure number:M148518110
Location:LYNCH 4TH @ ADAMS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:89.9 ft. [27.4 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span 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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2011]
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:Equal to present minimum criteria [6]
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]
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:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:94.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201694.2GoodVery GoodVery GoodVery Good-190
September 201494.2GoodVery GoodVery GoodVery Good-190
September 201298.9GoodExcellentExcellentVery Good-190
September 201098.9GoodExcellentExcellentVery Good-120
December 200899.9GoodExcellentExcellentExcellent-165
September 200699.1GoodExcellentExcellentExcellent-165
August 200499.1GoodExcellentExcellentExcellent-215
November 200299.1GoodExcellentExcellentExcellent-215
December 200199.1GoodExcellentExcellentExcellent-215
September 199999.1GoodExcellentExcellentExcellent-215
September 199799.1GoodExcellentExcellentExcellent-230
November 199599.1GoodExcellentExcellentExcellent-235
August 199499.1GoodExcellentExcellentExcellent-235
November 199299.0GoodExcellentExcellentExcellent-290
July 199099.0GoodExcellentExcellentExcellent-290