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

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Structure Number: 1007,  Location: AT KENDRICK NCL (Lat: 46.617833,  Lng: -116.645861),  Route carried "on" structure: State highway 3,  Year Built: 1954,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 1,800 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,700 (year 2039),  Design Load: HS 15,  Features Intersected: BIG BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.483,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: SH0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,115,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,673,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1071,  Location: 12.1 W. AMERICAN FALLS (Lat: 42.652500,  Lng: -113.014083),  Route carried "on" structure: Interstate 86,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 3,850 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 5,775 (year 2039),  Design Load: HS 20,  Features Intersected: ROCK CR;MASSACRE ROCK BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.633,  Lanes on 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: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1355,  Location: 3.5 N. HAGERMAN (Lat: 42.865111,  Lng: -114.896250),  Route carried "on" structure: US 30,  Year Built: 1956,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 1,400 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,100 (year 2039),  Design Load: HS 20,  Features Intersected: MALAD R.;N.HAGERMAN BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 285.611,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,706,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $4,059,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13555,  Location: 1.5 N. HAGERMAN (Lat: 42.835278,  Lng: -114.893611),  Route carried "on" structure: US 30,  Year Built: 1965,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,900 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,850 (year 2039),  Design Load: HS 20,  Features Intersected: BILLINGSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.905,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  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,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1358,  Location: 4.3 S. HAGERMAN (Lat: 42.758972,  Lng: -114.877611),  Route carried "on" structure: US 30,  Year Built: 1961,  Status: Open,  Structure Length: 47.55m (156.00ft),  Average Daily Traffic: 1,800 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,700 (year 2039),  Design Load: HS 20,  Features Intersected: SNAKE RIVER;GRIDLEY BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.182,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.55m (156.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $10,296,000,  Roadway Improvement Cost: $1,030,000,  Total Project Cost: $15,444,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16035,  Location: 5.6 E. BLISS (Lat: 42.868686,  Lng: -114.854922),  Route carried "on" structure: Interstate 84,  Year Built: 1977,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 12,750 (year 2039),  Design Load: HS 20,  Features Intersected: FRONTAGE RD;GS NO.3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.956,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1604,  Location: 5.6 E. BLISS (Lat: 42.868367,  Lng: -114.853983),  Route carried "on" structure: Interstate 84,  Year Built: 1977,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 12,750 (year 2039),  Design Load: HS 20,  Features Intersected: FRONTAGE RD;GS NO.3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.978,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16045,  Location: 5.6 E. BLISS (Lat: 42.868056,  Lng: -114.854111),  Route carried "on" structure: Interstate 84,  Year Built: 1975,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 12,750 (year 2039),  Design Load: HS 20,  Features Intersected: MALAD R.GORGE;N.TUTTLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.057,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1605,  Location: 5.6 E. BLISS (Lat: 42.867572,  Lng: -114.852939),  Route carried "on" structure: Interstate 84,  Year Built: 1975,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 12,750 (year 2039),  Design Load: HS 20,  Features Intersected: MALAD R.GORGE;N.TUTTLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.081,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.2 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2435,  Location: 0.6 N. 1.1 E. HAGERMAN (Lat: 42.823972,  Lng: -114.876306),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 75 (year 2039),  Design Load: H 20,  Features Intersected: BILLINGSLEY CREEK,  Facility Carried by Structure: 1050 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.067,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $395,000 ( Estimate for 2019),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24515,  Location: 5.6 E. BLISS (Lat: 42.867917,  Lng: -114.852472),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 80 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 120 (year 2039),  Design Load: H 15,  Features Intersected: MALAD RIVER GORGE,  Facility Carried by Structure: OLD MALAD RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.833,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,026,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2452,  Location: 6.5 E. BLISS (Lat: 42.858194,  Lng: -114.845667),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 810 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,215 (year 2039),  Design Load: HS 20,  Features Intersected: I 84 EB-WB;TUTTLE IC,  Facility Carried by Structure: E 2350 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.188,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 14230-00031,  Location: ENTRANCE ROAD (Lat: 42.763667,  Lng: -114.863833),  Route carried "on" structure: Federal lands road ,  Year Built: 1950,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 20,  Features Intersected: RILEY CREEK,  Facility Carried by Structure: FISH HATCHERY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: Bureau of Fish and Wildlife,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: October 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16035,  Location: 5.6 E. BLISS (Lat: 42.868686,  Lng: -114.854922),  Route carried "under" structure: County highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 80 (year 2018),  Truck Traffic: 13%,  Features Intersected: FRONTAGE RD;GS NO.3,  Facility Carried by Structure: I 84 EBL
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 163.057,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1604,  Location: 5.6 E. BLISS (Lat: 42.868367,  Lng: -114.853983),  Route carried "under" structure: County highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 80 (year 2018),  Truck Traffic: 13%,  Features Intersected: FRONTAGE RD;GS NO.3,  Facility Carried by Structure: I 84 WBL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 163.059,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 2452,  Location: 6.5 E. BLISS (Lat: 42.858194,  Lng: -114.845667),  Route carried "under" structure: Interstate 84,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2018),  Truck Traffic: 35%,  Features Intersected: I 84 EB-WB;TUTTLE IC,  Facility Carried by Structure: E 2350 S
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 236.384,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.1m (148.0ft)