Bridge Statistics for Box Elder, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4724857,  Location: 14S&21.8E STURGIS (Lat: 44.212933,  Lng: -103.073725),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 10 (year 2032),  Design Load: HS 20,  Features Intersected: ELK CK,  Facility Carried by Structure: HORSESHOE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $22,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 4724957,  Location: 14S 21.9E OF STURGIS (Lat: 44.213061,  Lng: -103.072647),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 10 (year 2032),  Design Load: HS 20,  Features Intersected: ELK CK,  Facility Carried by Structure: 220TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 16.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,000,  Total Project Cost: $10,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 4725256,  Location: 13S&22.2E STURGIS (Lat: 44.227444,  Lng: -103.066481),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 63 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 63 (year 2032),  Design Load: HS 20,  Features Intersected: ANTELOPE CK,  Facility Carried by Structure: ELK CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 32.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47270568,  Location: 24E & 13.8S STURGIS (Lat: 44.214275,  Lng: -103.030417),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 56 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 56 (year 2032),  Design Load: HS 20,  Features Intersected: ANTELOPE CK,  Facility Carried by Structure: ANTELOPE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47270575,  Location: 24E & 13.5S STURGIS (Lat: 44.205414,  Lng: -103.030403),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 56 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 56 (year 2032),  Design Load: HS 20,  Features Intersected: ELK CK,  Facility Carried by Structure: ANTELOPE CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5246028,  Location: .5N1E STPAT EXIT BOXELDER (Lat: 44.108772,  Lng: -103.131089),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 96 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 96 (year 2032),  Design Load: HS 20,  Features Intersected: BOXELDER CK,  Facility Carried by Structure: BENNET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 52467275,  Location: 2.1 E ELK VALE RD - BOX E (Lat: 44.116775,  Lng: -103.115564),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: CK,  Facility Carried by Structure: OFFETT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $14,000

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Structure Number: 52467276,  Location: 2.0 E US 16 B INTERCHANGE (Lat: 44.115286,  Lng: -103.116361),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 10.80m (35.43ft),  Average Daily Traffic: 7,170 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,256 (year 2040),  Design Load: HS 20,  Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.550,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 52469275,  Location: 2.1 E US 16 B INTERCHANGE (Lat: 44.116397,  Lng: -103.115161),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 9,670 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,012 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.934,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 52469277,  Location: 2.9 W OF BOX ELDER (Lat: 44.115250,  Lng: -103.114358),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1962,  Status: Posted for load,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 7,170 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,256 (year 2040),  Design Load: HS 20,  Features Intersected: CHANNEL CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.292,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 52469278,  Location: 2.7 W OF BOX ELDER (Lat: 44.114647,  Lng: -103.111267),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Design Load: HS 20+Mod,  Features Intersected: CHANNEL CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.191,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 98.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 52480282,  Location: 1.0W 0.3S BOX ELDER (Lat: 44.109383,  Lng: -103.090828),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 966 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 966 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BOXELDER CK,  Facility Carried by Structure: RADAR HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 52485275,  Location: 1.5 W EXIT 67 (Lat: 44.117800,  Lng: -103.080286),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 9,670 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,012 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SOUTH GATE RD, CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.718,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52485276,  Location: 1.5 W EXIT 67 (Lat: 44.117800,  Lng: -103.080286),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 9,670 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,012 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SOUTH GATE RD, CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.718,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52486275,  Location: 1.4 W EXIT 67 (Lat: 44.117842,  Lng: -103.079031),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 9,670 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,012 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CP/DM&E SPUR RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.830,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52486276,  Location: 1.4 W EXIT 67 (Lat: 44.117625,  Lng: -103.078831),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 9,670 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,012 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CP/DM&E SPUR RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.830,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52490275,  Location: 1.0 W EXIT 67 (Lat: 44.118011,  Lng: -103.070339),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Posted for load,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 9,670 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,012 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: S ELLSWORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.490,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 52490276,  Location: 1.0 W EXIT 67 (Lat: 44.117772,  Lng: -103.070342),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Posted for load,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 9,670 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,012 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: S ELLSWORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.490,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $99,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 52490281,  Location: 0.3S Ells Rd & Hwy 1416 (Lat: 44.109489,  Lng: -103.070797),  Route carried "on" structure: County highway ,  Year Built: 2001,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 100 (year 2034),  Features Intersected: BOX ELDER CK,  Facility Carried by Structure: S ELLSWORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 52500275,  Location: EXIT 67 (Lat: 44.118239,  Lng: -103.050700),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 7,957 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,490 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I090,  Facility Carried by Structure: LIBERTY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52500279,  Location: 0.3 MI S. I-90 EXIT 67 (Lat: 44.112842,  Lng: -103.050564),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 3,895 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,500 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: EAST TRIB BOX ELDER CK,  Facility Carried by Structure: LIBERTY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Very good,  Inventory Rating: 76.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 52500282,  Location: SPRUCE ST - BOX ELDER (Lat: 44.108542,  Lng: -103.050531),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 175 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 202 (year 2032),  Design Load: HL 93,  Features Intersected: BOXELDER CK,  Facility Carried by Structure: SPRUCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020

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Structure Number: 52510274,  Location: 1.0 E. OF EXIT 67 (Lat: 44.118039,  Lng: -103.030147),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 8,495 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,918 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 151 AVE (FAS), DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.677,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $623,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 52510275,  Location: 1.9 E BOX ELDER INTERCH (Lat: 44.117808,  Lng: -103.030150),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 8,495 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,918 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 151 AVE (FAS), DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.677,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $440,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $628,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 52510276,  Location: 1.8E,0.4N,BOX ELDER (Lat: 44.116311,  Lng: -103.030314),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 75 (year 2032),  Features Intersected: CK,  Facility Carried by Structure: 151ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 52510283,  Location: 1.8E .3S BOX ELDER (Lat: 44.107414,  Lng: -103.029867),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: BOXELDER CK,  Facility Carried by Structure: 151ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5251128,  Location: 1.1 E OF BOX ELDER (Lat: 44.111042,  Lng: -103.030225),  Route carried "on" structure: County highway ,  Year Built: 1924,  Year Reconstructed: 1935,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 75 (year 2032),  Features Intersected: Trib. to Box Elder Creek,  Facility Carried by Structure: HWY 1416
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5251228,  Location: 1.2 E OF BOX ELDER (Lat: 44.111042,  Lng: -103.026064),  Route carried "on" structure: County highway ,  Year Built: 1924,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB BOX ELDER CK,  Facility Carried by Structure: HWY 1416
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52540275,  Location: 4.0 E BOX ELDER INTERCH (Lat: 44.118614,  Lng: -102.969919),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: H 20,  Features Intersected: I090,  Facility Carried by Structure: 154 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 52467276,  Location: 2.0 E US 16 B INTERCHANGE (Lat: 44.115286,  Lng: -103.116361),  Route carried "under" structure: Interstate 90,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 26,980 (year 2020),  Truck Traffic: 10%,  Features Intersected: I090
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 102.773,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 52485275,  Location: 1.5 W EXIT 67 (Lat: 44.117800,  Lng: -103.080286),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,470 (year 2020),  Truck Traffic: 5%,  Features Intersected: SOUTH GATE RD, CK,  Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 11.30m (37.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 52485276,  Location: 1.5 W EXIT 67 (Lat: 44.117800,  Lng: -103.080286),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,470 (year 2020),  Truck Traffic: 5%,  Features Intersected: SOUTH GATE RD, CK,  Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 10.84m (35.56ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 52490275,  Location: 1.0 W EXIT 67 (Lat: 44.118011,  Lng: -103.070339),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,221 (year 2020),  Truck Traffic: 1%,  Features Intersected: S ELLSWORTH RD,  Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 52490276,  Location: 1.0 W EXIT 67 (Lat: 44.117772,  Lng: -103.070342),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,221 (year 2020),  Truck Traffic: 7%,  Features Intersected: S ELLSWORTH RD,  Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 52500275,  Location: EXIT 67 (Lat: 44.118239,  Lng: -103.050700),  Route carried "under" structure: Interstate 90,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 16,090 (year 2020),  Truck Traffic: 10%,  Features Intersected: I090,  Facility Carried by Structure: LIBERTY BLVD.
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 108.067,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 52510274,  Location: 1.0 E. OF EXIT 67 (Lat: 44.118039,  Lng: -103.030147),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 395 (year 2020),  Truck Traffic: 5%,  Features Intersected: 151 AVE (FAS), DRAW,  Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.0m (42.7ft)

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Structure Number: 52510275,  Location: 1.9 E BOX ELDER INTERCH (Lat: 44.117808,  Lng: -103.030150),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 395 (year 2020),  Truck Traffic: 5%,  Features Intersected: 151 AVE (FAS), DRAW,  Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.0m (42.7ft)

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Structure Number: 52540275,  Location: 4.0 E BOX ELDER INTERCH (Lat: 44.118614,  Lng: -102.969919),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,560 (year 2020),  Truck Traffic: 17%,  Features Intersected: I090,  Facility Carried by Structure: 154 AVE
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 114.473,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)