Bridge Statistics for Glenns Ferry, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 472ft / 144mTotal length
- $2,677,000Total costs
- 98,640Total average daily traffic
- 32,480Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Glenns Ferry
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 31960-1969
- 181970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 5.9%Very good
- 29.4%Good
- 58.8%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 11.8%Very good
- 35.3%Good
- 41.2%Satisfactory
- 11.8%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 17.6%Good
- 64.7%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 53.3%Very good
- 26.7%Good
- 20.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 15925, Location: 2.8 W. GLENNS FERRY (Lat: 42.957417, Lng: -115.365111), Route carried "on" structure: Interstate 84, Year Built: 1978, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: ALKALI CR;ALKALI CR GS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.677, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15925, Location: 2.8 W. GLENNS FERRY (Lat: 42.957417, Lng: -115.365111), Route carried "on" structure: Interstate 84, Year Built: 1978, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: ALKALI CR;ALKALI CR GS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.677, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1593, Location: 2.8 W. GLENNS FERRY (Lat: 42.957750, Lng: -115.364528), Route carried "on" structure: Interstate 84, Year Built: 1978, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: ALKALI CR;ALKALI CR GS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.676, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1593, Location: 2.8 W. GLENNS FERRY (Lat: 42.957750, Lng: -115.364528), Route carried "on" structure: Interstate 84, Year Built: 1978, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: ALKALI CR;ALKALI CR GS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.676, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1594, Location: AT GLENNS FERRY NCL (Lat: 42.961447, Lng: -115.308242), Route carried "on" structure: Interstate 84, Year Built: 1979, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.512, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), 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: 31.4 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: 24.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1594, Location: AT GLENNS FERRY NCL (Lat: 42.961447, Lng: -115.308242), Route carried "on" structure: Interstate 84, Year Built: 1979, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.512, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), 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: 31.4 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: 24.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15945, Location: AT GLENNS FERRY NCL (Lat: 42.961250, Lng: -115.308750), Route carried "on" structure: Interstate 84, Year Built: 1979, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.513, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), 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: 31.4 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: 24.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15945, Location: AT GLENNS FERRY NCL (Lat: 42.961250, Lng: -115.308750), Route carried "on" structure: Interstate 84, Year Built: 1979, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,875 (year 2039), Design Load: HS 20, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.513, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), 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: 31.4 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: 24.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1595, Location: AT GLENNS FERRY NCL (Lat: 42.960572, Lng: -115.304522), Route carried "on" structure: Interstate 84, Year Built: 1976, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,125 (year 2039), Design Load: HS 20, Features Intersected: CANYON CR;GLENNS FERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.864, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
Structure Number: 1595, Location: AT GLENNS FERRY NCL (Lat: 42.960572, Lng: -115.304522), Route carried "on" structure: Interstate 84, Year Built: 1976, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,125 (year 2039), Design Load: HS 20, Features Intersected: CANYON CR;GLENNS FERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.864, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
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Structure Number: 15955, Location: AT GLENNS FERRY NCL (Lat: 42.960797, Lng: -115.304169), Route carried "on" structure: Interstate 84, Year Built: 1976, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,125 (year 2039), Design Load: HS 20, Features Intersected: CANYON CR;GLENNS FERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.863, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
Structure Number: 15955, Location: AT GLENNS FERRY NCL (Lat: 42.960797, Lng: -115.304169), Route carried "on" structure: Interstate 84, Year Built: 1976, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 13,125 (year 2039), Design Load: HS 20, Features Intersected: CANYON CR;GLENNS FERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.863, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
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Structure Number: 15965, Location: 1.0 E. GLENNS FERRY (Lat: 42.960278, Lng: -115.281944), Route carried "on" structure: Interstate 84, Year Built: 1974, Year Reconstructed: 1989, Status: Open, Structure Length: 34.20m (112.20ft), Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 13,500 (year 2039), Design Load: HS 20, Features Intersected: RD;RR;SNAKE R;W.SNAKE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.721, 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), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 78.9m (258.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 34.20m (112.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: September 2018, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $1,223,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,843,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 15965, Location: 1.0 E. GLENNS FERRY (Lat: 42.960278, Lng: -115.281944), Route carried "on" structure: Interstate 84, Year Built: 1974, Year Reconstructed: 1989, Status: Open, Structure Length: 34.20m (112.20ft), Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 13,500 (year 2039), Design Load: HS 20, Features Intersected: RD;RR;SNAKE R;W.SNAKE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.721, 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), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 78.9m (258.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 34.20m (112.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: September 2018, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $1,223,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,843,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1597, Location: 1.0 E. GLENNS FERRY (Lat: 42.960867, Lng: -115.277633), Route carried "on" structure: Interstate 84, Year Built: 1974, Year Reconstructed: 1989, Status: Open, Structure Length: 33.35m (109.42ft), Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 13,500 (year 2039), Design Load: HS 20, Features Intersected: RD;RR;SNAKE R;W.SNAKE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.725, 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), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 78.9m (258.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: September 2018, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $6,000, Total Project Cost: $66,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1597, Location: 1.0 E. GLENNS FERRY (Lat: 42.960867, Lng: -115.277633), Route carried "on" structure: Interstate 84, Year Built: 1974, Year Reconstructed: 1989, Status: Open, Structure Length: 33.35m (109.42ft), Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 13,500 (year 2039), Design Load: HS 20, Features Intersected: RD;RR;SNAKE R;W.SNAKE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.725, 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), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 78.9m (258.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: September 2018, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $6,000, Total Project Cost: $66,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1658, Location: IN GLENNS FERRY;FIRST AVE (Lat: 42.953747, Lng: -115.304003), Route carried "on" structure: Business City street 84, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,100 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,150 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1658, Location: IN GLENNS FERRY;FIRST AVE (Lat: 42.953747, Lng: -115.304003), Route carried "on" structure: Business City street 84, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,100 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,150 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16585, Location: AT GLENNS FERRY NCL (Lat: 42.959556, Lng: -115.290278), Route carried "on" structure: Business City street 84, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 930 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,395 (year 2039), Design Load: HS 20, Features Intersected: I 84;E.GLENNS FERRY IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.161, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: April 2020, Other Special Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 16585, Location: AT GLENNS FERRY NCL (Lat: 42.959556, Lng: -115.290278), Route carried "on" structure: Business City street 84, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 930 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,395 (year 2039), Design Load: HS 20, Features Intersected: I 84;E.GLENNS FERRY IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.161, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: April 2020, Other Special Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1984, Location: 2.5 W. GLENS FERRY (Lat: 42.954778, Lng: -115.351306), Route carried "on" structure: County highway 3802, Year Built: 1965, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 360 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RVR(SLICK BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.128, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1984, Location: 2.5 W. GLENS FERRY (Lat: 42.954778, Lng: -115.351306), Route carried "on" structure: County highway 3802, Year Built: 1965, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 360 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RVR(SLICK BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.128, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19875, Location: 0.2N 1.0E GLENNS FERRY (Lat: 42.959028, Lng: -115.280028), Route carried "on" structure: County highway 3810, Year Built: 1968, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 500 (year 2019), Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: SNAKE R.;GLENNS FERRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.747, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Equal 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: March 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19875, Location: 0.2N 1.0E GLENNS FERRY (Lat: 42.959028, Lng: -115.280028), Route carried "on" structure: County highway 3810, Year Built: 1968, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 500 (year 2019), Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: SNAKE R.;GLENNS FERRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.747, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Equal 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: March 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27761, Location: IN GLENNS FERRY (Lat: 42.956250, Lng: -115.303667), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2039), Design Load: HL 93, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: 4TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.144, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 84.2 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: 64.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27761, Location: IN GLENNS FERRY (Lat: 42.956250, Lng: -115.303667), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2039), Design Load: HL 93, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: 4TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.144, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 84.2 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: 64.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27771, Location: 0.9N 0.4W GLENNS FERRY (Lat: 42.966311, Lng: -115.308408), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 225 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: MORROW RESERVIOR R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.276, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2021)
Structure Number: 27771, Location: 0.9N 0.4W GLENNS FERRY (Lat: 42.966311, Lng: -115.308408), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 225 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: MORROW RESERVIOR R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.276, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2021)
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Structure Number: 278, Location: 1.9N 0.4W GLENNS FERRY (Lat: 42.981750, Lng: -115.307917), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 225 (year 2039), Design Load: H 15, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: MORROW RESERVOIR R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.651, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $34,000, Total Project Cost: $513,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 278, Location: 1.9N 0.4W GLENNS FERRY (Lat: 42.981750, Lng: -115.307917), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 225 (year 2039), Design Load: H 15, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: MORROW RESERVOIR R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.651, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $34,000, Total Project Cost: $513,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27925, Location: 3.0 W. GLENNS FERRY (Lat: 42.956944, Lng: -115.364556), Route carried "on" structure: County highway 3821, Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 940 (year 2019), Average Future Daily Traffic: 1,410 (year 2039), Design Load: HS 20, Features Intersected: ALKALI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.840, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27925, Location: 3.0 W. GLENNS FERRY (Lat: 42.956944, Lng: -115.364556), Route carried "on" structure: County highway 3821, Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 940 (year 2019), Average Future Daily Traffic: 1,410 (year 2039), Design Load: HS 20, Features Intersected: ALKALI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.840, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27935, Location: IN GLENNS FERRY (Lat: 42.956667, Lng: -115.305889), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,410 (year 2039), Design Load: HS 20, Features Intersected: ELMORE ST;ELMORE ST GS, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.974, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27935, Location: IN GLENNS FERRY (Lat: 42.956667, Lng: -115.305889), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,410 (year 2039), Design Load: HS 20, Features Intersected: ELMORE ST;ELMORE ST GS, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.974, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2794, Location: IN GLENNS FERRY (Lat: 42.950500, Lng: -115.304833), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: BOISE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.554, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.1 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 2794, Location: IN GLENNS FERRY (Lat: 42.950500, Lng: -115.304833), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: BOISE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.554, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.1 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 27945, Location: IN GLENNS FERRY (Lat: 42.957278, Lng: -115.304333), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 940 (year 2019), Average Future Daily Traffic: 1,410 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27945, Location: IN GLENNS FERRY (Lat: 42.957278, Lng: -115.304333), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 940 (year 2019), Average Future Daily Traffic: 1,410 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CANYON CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15925, Location: 2.8 W. GLENNS FERRY (Lat: 42.957417, Lng: -115.365111), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: ALKALI CR;ALKALI CR GS, Facility Carried by Structure: I 84 EBL
Minimum Vertical Clearance: 10.29m (33.76ft), Kilometerpoint: 161.108, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 15925, Location: 2.8 W. GLENNS FERRY (Lat: 42.957417, Lng: -115.365111), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: ALKALI CR;ALKALI CR GS, Facility Carried by Structure: I 84 EBL
Minimum Vertical Clearance: 10.29m (33.76ft), Kilometerpoint: 161.108, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1593, Location: 2.8 W. GLENNS FERRY (Lat: 42.957750, Lng: -115.364528), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: ALKALI CR;ALKALI CR GS, Facility Carried by Structure: I 84 WBL
Minimum Vertical Clearance: 10.01m (32.84ft), Kilometerpoint: 161.232, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1593, Location: 2.8 W. GLENNS FERRY (Lat: 42.957750, Lng: -115.364528), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: ALKALI CR;ALKALI CR GS, Facility Carried by Structure: I 84 WBL
Minimum Vertical Clearance: 10.01m (32.84ft), Kilometerpoint: 161.232, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1594, Location: AT GLENNS FERRY NCL (Lat: 42.961447, Lng: -115.308242), Route carried "under" structure: Business Interstate 84, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 540 (year 2018), Truck Traffic: 11%, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1594, Location: AT GLENNS FERRY NCL (Lat: 42.961447, Lng: -115.308242), Route carried "under" structure: Business Interstate 84, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 540 (year 2018), Truck Traffic: 11%, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 15945, Location: AT GLENNS FERRY NCL (Lat: 42.961250, Lng: -115.308750), Route carried "under" structure: Business Interstate 84, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 540 (year 2018), Truck Traffic: 11%, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 15945, Location: AT GLENNS FERRY NCL (Lat: 42.961250, Lng: -115.308750), Route carried "under" structure: Business Interstate 84, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 540 (year 2018), Truck Traffic: 11%, Features Intersected: I 84B;BANNOCK IC
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 15965, Location: 1.0 E. GLENNS FERRY (Lat: 42.960278, Lng: -115.281944), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: RD;RR;SNAKE R;W.SNAKE BR, Facility Carried by Structure: I 84 EBL
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 161.039, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 78.9m (258.9ft)
Structure Number: 15965, Location: 1.0 E. GLENNS FERRY (Lat: 42.960278, Lng: -115.281944), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: RD;RR;SNAKE R;W.SNAKE BR, Facility Carried by Structure: I 84 EBL
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 161.039, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 78.9m (258.9ft)
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Structure Number: 1597, Location: 1.0 E. GLENNS FERRY (Lat: 42.960867, Lng: -115.277633), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: RD;RR;SNAKE R;W.SNAKE BR, Facility Carried by Structure: I 84 WBL
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 161.069, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 78.9m (258.9ft)
Structure Number: 1597, Location: 1.0 E. GLENNS FERRY (Lat: 42.960867, Lng: -115.277633), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: RD;RR;SNAKE R;W.SNAKE BR, Facility Carried by Structure: I 84 WBL
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 161.069, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 78.9m (258.9ft)
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Structure Number: 16585, Location: AT GLENNS FERRY NCL (Lat: 42.959556, Lng: -115.290278), Route carried "under" structure: Interstate 84, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 36%, Features Intersected: I 84;E.GLENNS FERRY IC
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 195.035, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
Structure Number: 16585, Location: AT GLENNS FERRY NCL (Lat: 42.959556, Lng: -115.290278), Route carried "under" structure: Interstate 84, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 36%, Features Intersected: I 84;E.GLENNS FERRY IC
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 195.035, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
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Structure Number: 27935, Location: IN GLENNS FERRY (Lat: 42.956667, Lng: -115.305889), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: ELMORE ST;ELMORE ST GS, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 161.394, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.0m (36.1ft)
Structure Number: 27935, Location: IN GLENNS FERRY (Lat: 42.956667, Lng: -115.305889), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 30 (year 2018), Features Intersected: ELMORE ST;ELMORE ST GS, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 161.394, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.0m (36.1ft)