Bridge Statistics for Roberts, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 148ft / 44.7mTotal length
- $4,319,000Total costs
- 28,191Total average daily traffic
- 6,792Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Roberts
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 81960-1969
- 31970-1979
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 25.0%Good
- 66.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 8.3%Good
- 41.7%Satisfactory
- 41.7%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 50.0%Satisfactory
- 16.7%Fair
- 8.3%Serious
- Bridge Condition - Channel
- 11.1%Very good
- 66.7%Good
- 22.2%Satisfactory
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Structure Number: 1183, Location: 0.3 S. ROBERTS (Lat: 43.713278, Lng: -112.132500), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 4,200 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 216.153, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1183, Location: 0.3 S. ROBERTS (Lat: 43.713278, Lng: -112.132500), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 4,200 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 216.153, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11835, Location: 0.3 S. ROBERTS (Lat: 43.713275, Lng: -112.132908), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1997, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 4,200 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 216.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $759,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11835, Location: 0.3 S. ROBERTS (Lat: 43.713275, Lng: -112.132908), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1997, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 4,200 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 216.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $759,000 ( Estimate for 2019), 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: 14431, Location: NEAR ROBERTS (Lat: 43.717139, Lng: -112.135111), Route carried "on" structure: State highway 48, Year Built: 1994, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: I 15 NB-SB;ROBERTS RD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14431, Location: NEAR ROBERTS (Lat: 43.717139, Lng: -112.135111), Route carried "on" structure: State highway 48, Year Built: 1994, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: I 15 NB-SB;ROBERTS RD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14435, Location: IN ROBERTS (Lat: 43.717111, Lng: -112.132667), Route carried "on" structure: State highway 48, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,700 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $663,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14435, Location: IN ROBERTS (Lat: 43.717111, Lng: -112.132667), Route carried "on" structure: State highway 48, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,700 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $663,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1444, Location: 2.0 E. ROBERTS (Lat: 43.722833, Lng: -112.086750), Route carried "on" structure: State highway 48, Year Built: 1978, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 2,700 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;ROBERTS BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.356, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1444, Location: 2.0 E. ROBERTS (Lat: 43.722833, Lng: -112.086750), Route carried "on" structure: State highway 48, Year Built: 1978, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 2,700 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;ROBERTS BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.356, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3227, Location: 0.1 N. ROBERTS (Lat: 43.727556, Lng: -112.131222), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 61 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 92 (year 2039), Design Load: H 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: E 700 N RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.457, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $39,000, Total Project Cost: $582,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3227, Location: 0.1 N. ROBERTS (Lat: 43.727556, Lng: -112.131222), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 61 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 92 (year 2039), Design Load: H 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: E 700 N RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.457, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $39,000, Total Project Cost: $582,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3228, Location: 0.2 N. ROBERTS (Lat: 43.728750, Lng: -112.129472), Route carried "on" structure: County highway , Year Built: 1931, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: H 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: N 2850 E ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $465,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3228, Location: 0.2 N. ROBERTS (Lat: 43.728750, Lng: -112.129472), Route carried "on" structure: County highway , Year Built: 1931, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: H 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: N 2850 E ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $465,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32355, Location: 1.0 N. 0.2 E. ROBERTS (Lat: 43.731583, Lng: -112.122750), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: N 2900 E RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32355, Location: 1.0 N. 0.2 E. ROBERTS (Lat: 43.731583, Lng: -112.122750), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: N 2900 E RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3241, Location: 4.5 S. 0.7 E. ROBERTS (Lat: 43.655194, Lng: -112.114111), Route carried "on" structure: County highway 6743, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,125 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3241, Location: 4.5 S. 0.7 E. ROBERTS (Lat: 43.655194, Lng: -112.114111), Route carried "on" structure: County highway 6743, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,125 (year 2039), Design Load: HS 20, Features Intersected: MARKET LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32465, Location: 4.0 S. 0.2 E. ROBERTS (Lat: 43.663417, Lng: -112.123083), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: N 2900 E(HACKWART)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32465, Location: 4.0 S. 0.2 E. ROBERTS (Lat: 43.663417, Lng: -112.123083), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 15, Features Intersected: BUTTE MARKET LAKE CANAL, Facility Carried by Structure: N 2900 E(HACKWART)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3262, Location: 2.4 S. ROBERTS (Lat: 43.684222, Lng: -112.119028), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 280 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: I 15 NB-SB;STIBAL RD.GS, Facility Carried by Structure: STIBAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.056, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Monolithic Concrete
Structure Number: 3262, Location: 2.4 S. ROBERTS (Lat: 43.684222, Lng: -112.119028), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 280 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: I 15 NB-SB;STIBAL RD.GS, Facility Carried by Structure: STIBAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.056, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Monolithic Concrete
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Structure Number: 32625, Location: 1.8 N. ROBERTS (Lat: 43.741778, Lng: -112.147694), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 465 (year 2039), Design Load: HS 20, Features Intersected: I 15 NB-SB;DIAMOND RD.GS, Facility Carried by Structure: DIAMOND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.145, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,233,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,850,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32625, Location: 1.8 N. ROBERTS (Lat: 43.741778, Lng: -112.147694), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 465 (year 2039), Design Load: HS 20, Features Intersected: I 15 NB-SB;DIAMOND RD.GS, Facility Carried by Structure: DIAMOND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.145, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,233,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,850,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14431, Location: NEAR ROBERTS (Lat: 43.717139, Lng: -112.135111), Route carried "under" structure: Interstate 15, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 15 NB-SB;ROBERTS RD IC, Facility Carried by Structure: SH 48
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 216.566, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 14431, Location: NEAR ROBERTS (Lat: 43.717139, Lng: -112.135111), Route carried "under" structure: Interstate 15, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 15 NB-SB;ROBERTS RD IC, Facility Carried by Structure: SH 48
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 216.566, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 3262, Location: 2.4 S. ROBERTS (Lat: 43.684222, Lng: -112.119028), Route carried "under" structure: Interstate 15, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 15 NB-SB;STIBAL RD.GS, Facility Carried by Structure: STIBAL ROAD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 212.684, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 3262, Location: 2.4 S. ROBERTS (Lat: 43.684222, Lng: -112.119028), Route carried "under" structure: Interstate 15, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 15 NB-SB;STIBAL RD.GS, Facility Carried by Structure: STIBAL ROAD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 212.684, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 32625, Location: 1.8 N. ROBERTS (Lat: 43.741778, Lng: -112.147694), Route carried "under" structure: Interstate 15, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 15 NB-SB;DIAMOND RD.GS, Facility Carried by Structure: DIAMOND ROAD
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 219.506, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 32625, Location: 1.8 N. ROBERTS (Lat: 43.741778, Lng: -112.147694), Route carried "under" structure: Interstate 15, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 15 NB-SB;DIAMOND RD.GS, Facility Carried by Structure: DIAMOND ROAD
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 219.506, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)