+40.10330, -96.16134
40°06'12" N, 96°09'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N65 over TURKEY CREEK
Structure number:S065 00715
Location:SJCT N8/N65 1S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:89.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201689.5FairSatisfactoryGoodSatisfactory-190
June 201486.5FairSatisfactoryGoodSatisfactory-190
June 201287.4FairSatisfactoryGoodSatisfactory-175
August 201082.8FairSatisfactoryGoodSatisfactory-335
August 200882.8FairSatisfactoryGoodSatisfactory-335
September 200683.7FairSatisfactoryGoodSatisfactory-330
February 200483.8FairSatisfactoryGoodSatisfactory-320
August 200283.8FairSatisfactoryGoodSatisfactory-310
February 200083.7FairSatisfactoryGoodSatisfactory-335
February 199883.8FairSatisfactoryGoodSatisfactory-305
February 199688.3FairSatisfactoryGoodSatisfactory-250
February 199488.3FairSatisfactoryGoodSatisfactory-240
February 199283.3FairSatisfactoryGoodSatisfactory-230
July 199082.3FairSatisfactoryGoodSatisfactory-230

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.245245000
Steel Protective Coatingsq. ft.567566001
Reinforced Concrete Decksq. ft.39213202600
Steel Pin or Pin & Hangar Assemblyeach1001000
Timber Abutmentlinear ft.1818000
Steel Pileeach2681260
Steel Pier Caplinear ft.3434000
Fixed Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9809800