Bridge Statistics for Orchard City, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 141ft / 42.7mTotal length
- $9,375,000Total costs
- 24,221Total average daily traffic
- 980Total average daily truck traffic
- 27,180Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Orchard City
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 51980-1989
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 20.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
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Structure Number: DEL1975-0.2-64, Location: .2 MI E OF TRAP CLUB RD (Lat: 38.813250, Lng: -107.995722), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 154 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 224 (year 2038), Features Intersected: TONGUE CREEK, Facility Carried by Structure: COUNTY ROAD 1975
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DEL1975-0.2-64, Location: .2 MI E OF TRAP CLUB RD (Lat: 38.813250, Lng: -107.995722), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 154 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 224 (year 2038), Features Intersected: TONGUE CREEK, Facility Carried by Structure: COUNTY ROAD 1975
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DEL2200RI20-44A, Location: .3 MI S OF SH 92 (Lat: 38.773222, Lng: -107.952583), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 787 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,149 (year 2038), Design Load: HS 25 or greater, Features Intersected: GUNNISON RIVER, Facility Carried by Structure: COUNTY ROAD 2200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: DEL2200RI20-44A, Location: .3 MI S OF SH 92 (Lat: 38.773222, Lng: -107.952583), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 787 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,149 (year 2038), Design Load: HS 25 or greater, Features Intersected: GUNNISON RIVER, Facility Carried by Structure: COUNTY ROAD 2200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DELN50R-20-19A, Location: 1.9 MI NW OF SH 65 (Lat: 38.850361, Lng: -107.989889), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 613 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 894 (year 2038), Design Load: HS 25 or greater, Features Intersected: TONGUE CREEK, Facility Carried by Structure: COUNTY ROAD N50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: DELN50R-20-19A, Location: 1.9 MI NW OF SH 65 (Lat: 38.850361, Lng: -107.989889), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 613 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 894 (year 2038), Design Load: HS 25 or greater, Features Intersected: TONGUE CREEK, Facility Carried by Structure: COUNTY ROAD N50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: I-04-M, Location: 5 MI E OF DELTA (Lat: 38.772314, Lng: -108.002747), Route carried "on" structure: State highway 65A, Year Built: 1980, Status: Open, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUNNISON RIVER, Facility Carried by Structure: SH 65 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: I-04-M, Location: 5 MI E OF DELTA (Lat: 38.772314, Lng: -108.002747), Route carried "on" structure: State highway 65A, Year Built: 1980, Status: Open, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUNNISON RIVER, Facility Carried by Structure: SH 65 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I-05-C, Location: 3.4 MI N OF ORCHARD CITY (Lat: 38.870811, Lng: -107.942725), Route carried "on" structure: State highway 65A, Year Built: 1957, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,871 (year 2040), Design Load: HS 20, Features Intersected: SURFACE CREEK, Facility Carried by Structure: SH 65 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.602, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $11,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: I-05-C, Location: 3.4 MI N OF ORCHARD CITY (Lat: 38.870811, Lng: -107.942725), Route carried "on" structure: State highway 65A, Year Built: 1957, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,871 (year 2040), Design Load: HS 20, Features Intersected: SURFACE CREEK, Facility Carried by Structure: SH 65 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.602, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $11,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I-05-V, Location: 6.4 MI NE OF DELTA (Lat: 38.775819, Lng: -107.961436), Route carried "on" structure: State highway 92A, Year Built: 1938, Status: Posted for load, Structure Length: 11.68m (38.32ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,328 (year 2040), Design Load: HS 20, Features Intersected: GUNNISON RIVER, Facility Carried by Structure: SH 92 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.322, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 12.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 12.62m (41.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $8,377,000, Roadway Improvement Cost: $838,000, Total Project Cost: $9,215,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: I-05-V, Location: 6.4 MI NE OF DELTA (Lat: 38.775819, Lng: -107.961436), Route carried "on" structure: State highway 92A, Year Built: 1938, Status: Posted for load, Structure Length: 11.68m (38.32ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,328 (year 2040), Design Load: HS 20, Features Intersected: GUNNISON RIVER, Facility Carried by Structure: SH 92 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.322, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 12.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 12.62m (41.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $8,377,000, Roadway Improvement Cost: $838,000, Total Project Cost: $9,215,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I-05-X, Location: 8 MI NE OF DELTA (Lat: 38.788142, Lng: -107.940614), Route carried "on" structure: State highway 92A, Year Built: 2009, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,040 (year 2040), Design Load: HL 93, Features Intersected: CURRANT CREEK, Facility Carried by Structure: SH 92 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.806, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: I-05-X, Location: 8 MI NE OF DELTA (Lat: 38.788142, Lng: -107.940614), Route carried "on" structure: State highway 92A, Year Built: 2009, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,040 (year 2040), Design Load: HL 93, Features Intersected: CURRANT CREEK, Facility Carried by Structure: SH 92 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.806, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: ORCHARD CITY-1A, Location: .3 MI W OF SH 65 (Lat: 38.788000, Lng: -107.995222), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 265 (year 2038), Features Intersected: TONGUE CREEK, Facility Carried by Structure: CR J25 (Fairview)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.769, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ORCHARD CITY-1A, Location: .3 MI W OF SH 65 (Lat: 38.788000, Lng: -107.995222), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 265 (year 2038), Features Intersected: TONGUE CREEK, Facility Carried by Structure: CR J25 (Fairview)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.769, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ORCHARD CITY-2A, Location: .1 MI W OF SH 65 (Lat: 38.853333, Lng: -107.956806), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 238 (year 2038), Design Load: HS 20+Mod, Features Intersected: SURFACE CREEK, Facility Carried by Structure: CR/N75 NOEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.391, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 63.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ORCHARD CITY-2A, Location: .1 MI W OF SH 65 (Lat: 38.853333, Lng: -107.956806), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 238 (year 2038), Design Load: HS 20+Mod, Features Intersected: SURFACE CREEK, Facility Carried by Structure: CR/N75 NOEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.391, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 63.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ORCHARD CITY-3, Location: 500 FT NW OF SH 65 (Lat: 38.813000, Lng: -107.985139), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 328 (year 2038), Design Load: HS 25 or greater, Features Intersected: SURFACE CREEK, Facility Carried by Structure: CR 2050 Running Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.122, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ORCHARD CITY-3, Location: 500 FT NW OF SH 65 (Lat: 38.813000, Lng: -107.985139), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 328 (year 2038), Design Load: HS 25 or greater, Features Intersected: SURFACE CREEK, Facility Carried by Structure: CR 2050 Running Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.122, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ORCHARD CITY-4, Location: .2 MI W OF SH 65 (Lat: 38.831917, Lng: -107.972306), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 98 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 143 (year 2038), Features Intersected: SURFACE CREEK, Facility Carried by Structure: CR M25/MARBLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.711, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 62.3 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ORCHARD CITY-4, Location: .2 MI W OF SH 65 (Lat: 38.831917, Lng: -107.972306), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 98 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 143 (year 2038), Features Intersected: SURFACE CREEK, Facility Carried by Structure: CR M25/MARBLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.711, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 62.3 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous