Bridge Statistics for Blackfoot, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: P413,  Location: 9 KM E OF HWY 191&BLKFOOT (Lat: 43.190850,  Lng: -112.227650),  Route carried "on" structure: Federal lands road 8,  Year Built: 1975,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 210 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 420 (year 2041),  Design Load: HS 20,  Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.000,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: P415,  Location: 5 KM SW OF BLACKFOOT (Lat: 43.160639,  Lng: -112.405222),  Route carried "on" structure: Federal lands road 91,  Year Built: 2015,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 85 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2041),  Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.400,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 96.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: July 2021,  Total Project Cost: $660,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P416,  Location: 19 KM N.E. OF BLACKFOOT (Lat: 43.253306,  Lng: -112.140056),  Route carried "on" structure: Federal lands road 15,  Year Built: 1978,  Status: Posted for load,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2041),  Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.400,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum 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,  Total Project Cost: $480,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P422,  Location: 10 KM SOUTH OF BLACKFOOT (Lat: 43.103917,  Lng: -112.391528),  Route carried "on" structure: Federal lands road 33,  Year Built: 1972,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 80 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 160 (year 2041),  Design Load: HS 20,  Features Intersected: MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.000,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: P424,  Location: 2 KM SE OF JCT US 191& 26 (Lat: 43.166611,  Lng: -112.338361),  Route carried "on" structure: Federal lands road 10,  Year Built: 1991,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 30 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 70 (year 2041),  Design Load: HS 15,  Features Intersected: NORTH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.400,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $36,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11415,  Location: 5.5 S. BLACKFOOT (Lat: 43.124031,  Lng: -112.388306),  Route carried "on" structure: Interstate 15,  Year Built: 1959,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,500 (year 2039),  Design Load: HS 20,  Features Intersected: GIBSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.119,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1142,  Location: 5.5 S. BLACKFOOT (Lat: 43.123911,  Lng: -112.388797),  Route carried "on" structure: Interstate 15,  Year Built: 1959,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,500 (year 2039),  Design Load: HS 20,  Features Intersected: GIBSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.121,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1144,  Location: 3.8 S. BLACKFOOT (Lat: 43.149250,  Lng: -112.388861),  Route carried "on" structure: Interstate 15,  Year Built: 1961,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,500 (year 2039),  Design Load: HS 20,  Features Intersected: I15B;UPRR;S.BLACKFOOT IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.850,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,910,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $4,366,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11445,  Location: 3.8 S. BLACKFOOT (Lat: 43.148500,  Lng: -112.388500),  Route carried "on" structure: Interstate 15,  Year Built: 1961,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,500 (year 2039),  Design Load: HS 20,  Features Intersected: I15B;UPRR;S.BLACKFOOT IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.852,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,910,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $4,366,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1145,  Location: 2.2 S. BLACKFOOT (Lat: 43.171667,  Lng: -112.386000),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.389,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11455,  Location: 2.2 S. BLACKFOOT (Lat: 43.171694,  Lng: -112.386403),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.391,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11465,  Location: 0.3 S. BLACKFOOT (Lat: 43.194722,  Lng: -112.367056),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: W.BRIDGE ST.GS;UPRR OP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.476,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1147,  Location: 0.3 S. BLACKFOOT (Lat: 43.195583,  Lng: -112.366722),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: W.BRIDGE ST.GS;UPRR OP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.478,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11475,  Location: AT BLACKFOOT (Lat: 43.198472,  Lng: -112.363778),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: US 26;WEST BLACKFOOT IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.888,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1148,  Location: AT BLACKFOOT (Lat: 43.198972,  Lng: -112.363806),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: US 26;WEST BLACKFOOT IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.890,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11486,  Location: 1.9 N. BLACKFOOT (Lat: 43.221083,  Lng: -112.343889),  Route carried "on" structure: Interstate 15,  Year Built: 2003,  Status: Open,  Structure Length: 25.33m (83.10ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SNAKE RIVER;BLACKFOOT BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2018,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11491,  Location: 1.9 N. BLACKFOOT (Lat: 43.223003,  Lng: -112.342731),  Route carried "on" structure: Interstate 15,  Year Built: 2002,  Status: Open,  Structure Length: 25.33m (83.10ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SNAKE RIVER;BLACKFOOT BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.842,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2018,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11495,  Location: 2.1 N. BLACKFOOT (Lat: 43.223694,  Lng: -112.341639),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: DANSKIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.188,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 115,  Location: 2.1 N. BLACKFOOT (Lat: 43.223944,  Lng: -112.341889),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: DANSKIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.189,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11515,  Location: 2.5 N. BLACKFOOT (Lat: 43.229139,  Lng: -112.337306),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: RIVERSIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.905,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1152,  Location: 3.3 N. BLACKFOOT (Lat: 43.238389,  Lng: -112.328778),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: RIVERSIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11525,  Location: 3.3 N. BLACKFOOT (Lat: 43.238694,  Lng: -112.328944),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: RIVERSIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.143,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11536,  Location: 4.8 N. BLACKFOOT (Lat: 43.256750,  Lng: -112.313139),  Route carried "on" structure: Interstate 15,  Year Built: 2019,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 25,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 37,500 (year 2039),  Design Load: HL 93,  Features Intersected: RIVERSIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.628,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1155,  Location: 5.8 N. BLACKFOOT (Lat: 43.269417,  Lng: -112.302639),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: ABERDEEN SPRINGFIELD CNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.158,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,033,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,550,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11555,  Location: 5.8 N. BLACKFOOT (Lat: 43.269556,  Lng: -112.302972),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: ABERDEEN SPRINGFIELD CNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.160,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,033,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,550,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1156,  Location: 5.8 N. BLACKFOOT (Lat: 43.269833,  Lng: -112.302278),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: PEOPLES CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $721,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,082,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11565,  Location: 5.8 N. BLACKFOOT (Lat: 43.269889,  Lng: -112.302722),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: PEOPLES CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.221,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $721,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,082,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1209,  Location: IN BLACKFOOT (Lat: 43.175944,  Lng: -112.359389),  Route carried "on" structure: Business Interstate 15,  Year Built: 1936,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 6,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,900 (year 2039),  Design Load: H 15,  Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.980,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,381,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,072,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13225,  Location: IN BLACKFOOT (Lat: 43.200167,  Lng: -112.366806),  Route carried "on" structure: US 26,  Year Built: 1965,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 14.23m (46.69ft),  Average Daily Traffic: 16,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,750 (year 2039),  Design Load: HS 20,  Features Intersected: SNAKE RIVER;W.BLACKFOOT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 492.152,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.23m (46.69ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $7,000,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $10,500,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17526,  Location: 8.5 N. FORT HALL (Lat: 43.146111,  Lng: -112.391944),  Route carried "on" structure: US 91,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,200 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,300 (year 2039),  Design Load: HL 93,  Features Intersected: BLACKFOOT CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.887,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1922,  Location: 3.0 N. BLACKFOOT (Lat: 43.228472,  Lng: -112.328139),  Route carried "on" structure: County highway 7711,  Year Built: 1970,  Status: Open,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 2,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,750 (year 2039),  Design Load: H 20,  Features Intersected: SNAKE R.;PORTERVILLE BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.06m (65.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $4,777,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $7,166,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19226,  Location: 3.6 N. BLACKFOOT (Lat: 43.242833,  Lng: -112.325667),  Route carried "on" structure: County highway 1833,  Year Built: 2000,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 15 SB-NB;ROSE ROAD GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1923,  Location: 2.5 N. 0.5 E. BLACKFOOT (Lat: 43.245750,  Lng: -112.326222),  Route carried "on" structure: County highway 1833,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2039),  Design Load: HS 20,  Features Intersected: RIVERSIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19295,  Location: 1.1 S. 2.3 W. BLACKFOOT (Lat: 43.174583,  Lng: -112.391000),  Route carried "on" structure: County highway 7721,  Year Built: 1964,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 390 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 585 (year 2039),  Design Load: H 15,  Features Intersected: BLACKFOOT RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.167,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $595,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $895,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21685,  Location: AT BLACKFOOT SCL (Lat: 43.175750,  Lng: -112.357028),  Route carried "on" structure: City street 7631,  Year Built: 1971,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 1,400 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,100 (year 2039),  Design Load: H 20,  Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2172,  Location: 1.3 S. BLACKFOOT (Lat: 43.182167,  Lng: -112.378742),  Route carried "on" structure: City street 7721,  Year Built: 1962,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 860 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,290 (year 2039),  Design Load: HS 20,  Features Intersected: I 15;RIVERTON ROAD GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.810,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Bridge Improvement Cost: $1,848,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $2,050,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22276,  Location: 5.0 N. 1.0 E. BLACKFOOT (Lat: 43.261361,  Lng: -112.326222),  Route carried "on" structure: County highway 1842,  Year Built: 1993,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 750 (year 2039),  Design Load: HS 20,  Features Intersected: ABERDEEN SPRINGFIELD CNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.005,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22281,  Location: 5.1 N. 1.0 E. BLACKFOOT (Lat: 43.261694,  Lng: -112.326250),  Route carried "on" structure: County highway 1842,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 750 (year 2039),  Design Load: HS 20,  Features Intersected: PEOPLES CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.036,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22291,  Location: 5.2 N. 1.0 E. BLACKFOOT (Lat: 43.261956,  Lng: -112.326236),  Route carried "on" structure: County highway 1842,  Year Built: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 750 (year 2039),  Design Load: HS 20,  Features Intersected: LAVASIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.057,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22405,  Location: 0.5 N. 0.8 W. WAPELLO (Lat: 43.254211,  Lng: -112.272339),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 120 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 180 (year 2039),  Design Load: H 20,  Features Intersected: CORBETT SLOUGH CANAL,  Facility Carried by Structure: 400 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.933,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous