Bridge Statistics for Redmond, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 187ft / 56.7mTotal length
- $246,000Total costs
- 155,197Total average daily traffic
- 19,072Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Redmond
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 31960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 112000-2009
- Bridge Condition - Deck
- 35.3%Very good
- 29.4%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 29.4%Very good
- 35.3%Good
- 35.3%Satisfactory
- Bridge Condition - Substructure
- 5.9%Very good
- 47.1%Good
- 35.3%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 76.9%Very good
- 23.1%Good
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Structure Number: 2769 041 00304, Location: 022 MI E REDMOND (Lat: 44.262050, Lng: -121.119261), Route carried "on" structure: US 126, Year Built: 1945, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 9,350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 16,700 (year 2040), Design Load: H 15, Features Intersected: OCHOCO N MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.3 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: 18.8 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $246,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2769 041 00304, Location: 022 MI E REDMOND (Lat: 44.262050, Lng: -121.119261), Route carried "on" structure: US 126, Year Built: 1945, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 9,350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 16,700 (year 2040), Design Load: H 15, Features Intersected: OCHOCO N MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.3 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: 18.8 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $246,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2770 370 00385, Location: 039 MI E HWY 4 JCT (Lat: 44.327181, Lng: -121.107719), Route carried "on" structure: State highway 370, Year Built: 1945, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,857 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: H 15, Features Intersected: N UNIT OCHOCO MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.196, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.0 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: 17.8 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: Meets minimum limits, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2770 370 00385, Location: 039 MI E HWY 4 JCT (Lat: 44.327181, Lng: -121.107719), Route carried "on" structure: State highway 370, Year Built: 1945, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,857 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: H 15, Features Intersected: N UNIT OCHOCO MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.196, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.0 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: 17.8 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: Meets minimum limits, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3379 370 00021, Location: 002 MI E HWY 4 JCT (Lat: 44.312700, Lng: -121.167211), Route carried "on" structure: State highway 370, Year Built: 1961, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,209 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20, Features Intersected: PILOT BUTTE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 22.7 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: 17.5 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: Meets minimum limits, 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3379 370 00021, Location: 002 MI E HWY 4 JCT (Lat: 44.312700, Lng: -121.167211), Route carried "on" structure: State highway 370, Year Built: 1961, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,209 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20, Features Intersected: PILOT BUTTE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 22.7 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: 17.5 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: Meets minimum limits, 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16561 004 1236, Location: SOUTH CL REDMOND (Lat: 44.242400, Lng: -121.193131), Route carried "on" structure: US 97, Year Built: 1992, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 32,247 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 57,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: YEW AVE O-XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.915, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 28 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.4 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: 43.4 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16561 004 1236, Location: SOUTH CL REDMOND (Lat: 44.242400, Lng: -121.193131), Route carried "on" structure: US 97, Year Built: 1992, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 32,247 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 57,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: YEW AVE O-XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.915, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 28 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.4 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: 43.4 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17C09 B20 0005, Location: 0006 MI E BEND-REDMOND HY (Lat: 44.210581, Lng: -121.232819), Route carried "on" structure: County highway 2113, Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 298 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 339 (year 2025), Design Load: HS 20, Features Intersected: PILOT BUTTE IRR CANAL, Facility Carried by Structure: QUARRY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17C09 B20 0005, Location: 0006 MI E BEND-REDMOND HY (Lat: 44.210581, Lng: -121.232819), Route carried "on" structure: County highway 2113, Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 298 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 339 (year 2025), Design Load: HS 20, Features Intersected: PILOT BUTTE IRR CANAL, Facility Carried by Structure: QUARRY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17C10 B29 00154, Location: 1.54 MI WEST OF HWY 97 (Lat: 44.203611, Lng: -121.243519), Route carried "on" structure: County highway 2107, Year Built: 1977, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,732 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,971 (year 2025), Design Load: HS 20, Features Intersected: PILOT BUTTE MAIN CANAL, Facility Carried by Structure: SW 61ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17C10 B29 00154, Location: 1.54 MI WEST OF HWY 97 (Lat: 44.203611, Lng: -121.243519), Route carried "on" structure: County highway 2107, Year Built: 1977, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,732 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,971 (year 2025), Design Load: HS 20, Features Intersected: PILOT BUTTE MAIN CANAL, Facility Carried by Structure: SW 61ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17C15AB46 00122, Location: 0050 MI NOR OF QUARRY RD (Lat: 44.215750, Lng: -121.223250), Route carried "on" structure: County highway 2153, Year Built: 1980, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 309 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2025), Design Load: HS 20, Features Intersected: PILOT BUTTE CAN/46TH ST, Facility Carried by Structure: 46TH ST-PHILLI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 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: 27.2 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: 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: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17C15AB46 00122, Location: 0050 MI NOR OF QUARRY RD (Lat: 44.215750, Lng: -121.223250), Route carried "on" structure: County highway 2153, Year Built: 1980, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 309 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2025), Design Load: HS 20, Features Intersected: PILOT BUTTE CAN/46TH ST, Facility Carried by Structure: 46TH ST-PHILLI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 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: 27.2 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: 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: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17C19 C37 00001, Location: 00.01 MI E OF CANAL ROAD (Lat: 44.283761, Lng: -121.169019), Route carried "on" structure: County highway 2307, Year Built: 1967, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 805 (year 2025), Features Intersected: PILOT BUTTE MAIN CANAL, Facility Carried by Structure: HEMLOCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.7 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: 25.9 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: 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 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17C19 C37 00001, Location: 00.01 MI E OF CANAL ROAD (Lat: 44.283761, Lng: -121.169019), Route carried "on" structure: County highway 2307, Year Built: 1967, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 805 (year 2025), Features Intersected: PILOT BUTTE MAIN CANAL, Facility Carried by Structure: HEMLOCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.7 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: 25.9 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: 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 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17C560000000008, Location: 0008 MI WEST HWY 97 (Lat: 44.259931, Lng: -121.181019), Route carried "on" structure: County highway 2128, Year Built: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,524 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,735 (year 2025), Design Load: HS 20, Features Intersected: MAIN C O I CANAL PUMICE, Facility Carried by Structure: PUMICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17C560000000008, Location: 0008 MI WEST HWY 97 (Lat: 44.259931, Lng: -121.181019), Route carried "on" structure: County highway 2128, Year Built: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,524 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,735 (year 2025), Design Load: HS 20, Features Intersected: MAIN C O I CANAL PUMICE, Facility Carried by Structure: PUMICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17M001, Location: 1 MI SOUTH OF HWY 26 (Lat: 44.249922, Lng: -121.130478), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 13 (year 2010), Truck Traffic: 40%, Average Future Daily Traffic: 14 (year 2030), Design Load: HS 20, Features Intersected: NORTH UNIT CANAL, Facility Carried by Structure: COYOTE RD NG/BBRG1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.8 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: 15.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 17M001, Location: 1 MI SOUTH OF HWY 26 (Lat: 44.249922, Lng: -121.130478), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 13 (year 2010), Truck Traffic: 40%, Average Future Daily Traffic: 14 (year 2030), Design Load: HS 20, Features Intersected: NORTH UNIT CANAL, Facility Carried by Structure: COYOTE RD NG/BBRG1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.8 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: 15.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 19837, Location: MAPLE AVE @ BNSF (Lat: 44.291000, Lng: -121.167000), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,437 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,636 (year 2025), Design Load: HL 93, Features Intersected: US97 & BNSF, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.614, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.9m (117.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.1 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: 60.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19837, Location: MAPLE AVE @ BNSF (Lat: 44.291000, Lng: -121.167000), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,437 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,636 (year 2025), Design Load: HL 93, Features Intersected: US97 & BNSF, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.614, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.9m (117.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.1 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: 60.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19838, Location: MAPLES AVE@ CANAL BVLD. (Lat: 44.291000, Lng: -121.168000), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,437 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,636 (year 2025), Design Load: HL 93, Features Intersected: COI Canal & Canal Blvd, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.2 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: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19838, Location: MAPLES AVE@ CANAL BVLD. (Lat: 44.291000, Lng: -121.168000), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,437 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,636 (year 2025), Design Load: HL 93, Features Intersected: COI Canal & Canal Blvd, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.2 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: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19839, Location: 2ND ST. @ COI CANAL (Lat: 44.293531, Lng: -121.168819), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 718 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 817 (year 2025), Design Load: HL 93, Features Intersected: COI Canal, Facility Carried by Structure: 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 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: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19839, Location: 2ND ST. @ COI CANAL (Lat: 44.293531, Lng: -121.168819), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 718 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 817 (year 2025), Design Load: HL 93, Features Intersected: COI Canal, Facility Carried by Structure: 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 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: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20023 015 11111, Location: 0.04 MI E OF RIMROCK DR (Lat: 44.269300, Lng: -121.189950), Route carried "on" structure: State highway 126, Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,707 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,900 (year 2040), Design Load: HL 93, Features Intersected: GLACIER HIGHLAND COUPLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.814, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Culverts: Good, Operating Rating: 45.4 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 20023 015 11111, Location: 0.04 MI E OF RIMROCK DR (Lat: 44.269300, Lng: -121.189950), Route carried "on" structure: State highway 126, Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,707 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,900 (year 2040), Design Load: HL 93, Features Intersected: GLACIER HIGHLAND COUPLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.814, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Culverts: Good, Operating Rating: 45.4 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 20416 004 11933, Location: 0.3 MI S OF REDMOND CL (Lat: 44.301161, Lng: -121.171619), Route carried "on" structure: City street C0000, Year Built: 2008, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,990 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,435 (year 2030), Design Load: HL 93, Features Intersected: US 97 (HWY 004), Facility Carried by Structure: NORTH CANAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 27 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.7 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: 69.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20416 004 11933, Location: 0.3 MI S OF REDMOND CL (Lat: 44.301161, Lng: -121.171619), Route carried "on" structure: City street C0000, Year Built: 2008, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,990 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,435 (year 2030), Design Load: HL 93, Features Intersected: US 97 (HWY 004), Facility Carried by Structure: NORTH CANAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 27 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.7 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: 69.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 20417, Location: 0.97 m S OF REDMOND CL (Lat: 44.289089, Lng: -121.167931), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2025), Design Load: HL 93, Features Intersected: C.O.I.D. CANAL, Facility Carried by Structure: LARCH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.8 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20417, Location: 0.97 m S OF REDMOND CL (Lat: 44.289089, Lng: -121.167931), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2025), Design Load: HL 93, Features Intersected: C.O.I.D. CANAL, Facility Carried by Structure: LARCH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.8 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20465 151 0001, Location: 0.10 MI SOUTH NE KINGWAY (Lat: 44.300711, Lng: -121.163861), Route carried "on" structure: City street 1510, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,910 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,085 (year 2025), Design Load: HS 25 or greater, Features Intersected: PILOT BUTTE CANAL, Facility Carried by Structure: NE 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20465 151 0001, Location: 0.10 MI SOUTH NE KINGWAY (Lat: 44.300711, Lng: -121.163861), Route carried "on" structure: City street 1510, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,910 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,085 (year 2025), Design Load: HS 25 or greater, Features Intersected: PILOT BUTTE CANAL, Facility Carried by Structure: NE 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20672, Location: 0.2 mi W 6th St Old 97 (Lat: 44.290969, Lng: -121.181350), Route carried "on" structure: County highway C0000, Year Built: 2006, Status: Open, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 2,511 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,858 (year 2025), Design Load: HL 93, Features Intersected: DRY CANYON, Facility Carried by Structure: NW MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 22.4 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: 17.2 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 20672, Location: 0.2 mi W 6th St Old 97 (Lat: 44.290969, Lng: -121.181350), Route carried "on" structure: County highway C0000, Year Built: 2006, Status: Open, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 2,511 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,858 (year 2025), Design Load: HL 93, Features Intersected: DRY CANYON, Facility Carried by Structure: NW MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 22.4 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: 17.2 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 16561 004 1236, Location: SOUTH CL REDMOND (Lat: 44.242400, Lng: -121.193131), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 28,000 (year 2010), Truck Traffic: 9%, Features Intersected: YEW AVE O-XING, Facility Carried by Structure: US 97 (HWY 004)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 16561 004 1236, Location: SOUTH CL REDMOND (Lat: 44.242400, Lng: -121.193131), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 28,000 (year 2010), Truck Traffic: 9%, Features Intersected: YEW AVE O-XING, Facility Carried by Structure: US 97 (HWY 004)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 19837, Location: MAPLE AVE @ BNSF (Lat: 44.291000, Lng: -121.167000), Route carried "under" structure: US 97, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 21,614 (year 2020), Truck Traffic: 15%, Features Intersected: US97 & BNSF, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 193.121, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.9m (117.8ft)
Structure Number: 19837, Location: MAPLE AVE @ BNSF (Lat: 44.291000, Lng: -121.167000), Route carried "under" structure: US 97, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 21,614 (year 2020), Truck Traffic: 15%, Features Intersected: US97 & BNSF, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 193.121, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.9m (117.8ft)
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Structure Number: 19838, Location: MAPLES AVE@ CANAL BVLD. (Lat: 44.291000, Lng: -121.168000), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 3,880 (year 2010), Truck Traffic: 4%, Features Intersected: COI Canal & Canal Blvd, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 21.5m (70.5ft)
Structure Number: 19838, Location: MAPLES AVE@ CANAL BVLD. (Lat: 44.291000, Lng: -121.168000), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 3,880 (year 2010), Truck Traffic: 4%, Features Intersected: COI Canal & Canal Blvd, Facility Carried by Structure: Maple/Negus Ave
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 21.5m (70.5ft)
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Structure Number: 20416 004 11933, Location: 0.3 MI S OF REDMOND CL (Lat: 44.301161, Lng: -121.171619), Route carried "under" structure: US 97, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 21,614 (year 2020), Truck Traffic: 15%, Features Intersected: US 97 (HWY 004), Facility Carried by Structure: NORTH CANAL AVE
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 191.786, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 20416 004 11933, Location: 0.3 MI S OF REDMOND CL (Lat: 44.301161, Lng: -121.171619), Route carried "under" structure: US 97, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 21,614 (year 2020), Truck Traffic: 15%, Features Intersected: US 97 (HWY 004), Facility Carried by Structure: NORTH CANAL AVE
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 191.786, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)