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SH 89 ML over ARKANSAS RIVER

Map

Coordinates:
+38.04244, -102.11825
38°02'33" N, 102°07'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 89 ML over ARKANSAS RIVER
Structure number:L-28-H
Location:JUST S OF HOLLY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:167.0 ft. [50.9 m]
Total length:507.9 ft. [154.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:2011
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2011]
Truck traffic:16% 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:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:63.0 tons [57.3 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:99.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,478,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201699.3GoodGoodGoodGood-1000
June 201499.3GoodGoodGoodGood-1000
June 201299.4GoodVery GoodVery GoodVery Good-860