+43.59236, -111.10098
43°35'33" N, 111°06'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:9500 SOUTH over TRAIL CREEK
Structure number:000000000033020
Location:1.2 S. 1.0 E. VICTOR
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1952
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:120 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Poor [4 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 minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:26.7 tons [24.3 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:65.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$328,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201665.2PoorPoorSatisfactoryFairSD120
April 201565.2PoorPoorSatisfactoryFairSD120
April 201465.2PoorPoorSatisfactoryFairSD120
April 201365.2PoorPoorSatisfactoryFairSD120
April 201265.2PoorPoorSatisfactoryFairSD120
April 201165.2PoorPoorSatisfactoryFairSD120
April 201065.2PoorPoorSatisfactoryFairSD120
April 200965.2PoorPoorSatisfactoryFairSD120
April 200865.2PoorPoorSatisfactoryFairSD120
April 200765.2PoorPoorSatisfactoryFairSD120
April 200668.2FairSatisfactorySatisfactoryFair-120
April 200568.2FairSatisfactorySatisfactoryFair-120
April 200468.2FairSatisfactorySatisfactoryFair-120
April 200368.2FairSatisfactorySatisfactoryFair-120
April 200268.2FairSatisfactorySatisfactoryFair-120
April 200068.2FairSatisfactorySatisfactoryFair-120
April 199968.2FairSatisfactorySatisfactoryFair-120
April 199868.2FairSatisfactorySatisfactoryFair-120
April 199768.2FairSatisfactorySatisfactoryFair-120
April 199668.2FairSatisfactorySatisfactoryFair-120
April 199568.2FairSatisfactorySatisfactoryFair-120
April 199468.2FairSatisfactorySatisfactoryFair-120
April 199369.2FairSatisfactorySatisfactoryFair-120
April 199269.2FairSatisfactorySatisfactoryFair-120
April 199169.2FairSatisfactorySatisfactoryFair-120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.1211091200
Reinforced Concrete Decksq. ft.98088747460
Wearing Surfacessq. ft.89683644160
Reinforced Concrete Abutmentlinear ft.1043217550
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.64032320
Steel Protective Coatingsq. ft.314000314