Bridge Statistics for Fruita, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11950-1959
- 131960-1969
- 111970-1979
- 111980-1989
- 41990-1999
- 22000-2009
- 42010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.4%Very good
- 17.1%Good
- 40.0%Satisfactory
- 28.6%Fair
- 2.9%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 20.0%Good
- 48.6%Satisfactory
- 14.3%Fair
- 2.9%Poor
- Bridge Condition - Substructure
- 8.6%Very good
- 57.1%Good
- 25.7%Satisfactory
- 8.6%Fair
- Bridge Condition - Channel
- 25.6%Very good
- 30.8%Good
- 33.3%Satisfactory
- 10.3%Fair
- Bridge Condition - Culverts
- 12.5%Very good
- 37.5%Good
- 12.5%Satisfactory
- 37.5%Fair
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Structure Number: FRT-17.5-K.25, Location: .3 MI N OF OTTLEY AVE (Lat: 39.167750, Lng: -108.729056), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 4,130 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 6,236 (year 2038), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.601, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 22.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $321,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: FRT-17.5-K.25, Location: .3 MI N OF OTTLEY AVE (Lat: 39.167750, Lng: -108.729056), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 4,130 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 6,236 (year 2038), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.601, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 22.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $321,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRT-18-K.5, Location: .5 MI N OF RD K (Lat: 39.170722, Lng: -108.719806), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 2,397 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,620 (year 2038), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.021, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $317,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: FRT-18-K.5, Location: .5 MI N OF RD K (Lat: 39.170722, Lng: -108.719806), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 2,397 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,620 (year 2038), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.021, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $317,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRT-18.5-K.99B, Location: 0.1 SOUTH OF RD L (Lat: 39.177861, Lng: -108.710500), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 531 (year 2018), Average Future Daily Traffic: 802 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: 18.5 Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 67.7 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: 52.2 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 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 2022
Structure Number: FRT-18.5-K.99B, Location: 0.1 SOUTH OF RD L (Lat: 39.177861, Lng: -108.710500), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 531 (year 2018), Average Future Daily Traffic: 802 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: 18.5 Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 67.7 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: 52.2 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 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 2022
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Structure Number: FRT-19-H.7A, Location: .3 MI S OF I-70 (Lat: 39.131833, Lng: -108.701306), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 84 (year 2018), Average Future Daily Traffic: 127 (year 2038), Features Intersected: ADOBE CREEK, Facility Carried by Structure: 19 Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.573, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 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: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.8 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: FRT-19-H.7A, Location: .3 MI S OF I-70 (Lat: 39.131833, Lng: -108.701306), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 84 (year 2018), Average Future Daily Traffic: 127 (year 2038), Features Intersected: ADOBE CREEK, Facility Carried by Structure: 19 Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.573, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 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: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.8 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRT-GNWY-LSW, Location: S OF US 6/W OF COLLSON DR (Lat: 39.159444, Lng: -108.743750), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 13 (year 2018), Average Future Daily Traffic: 19 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: GREENWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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 or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 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: 58.0 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: FRT-GNWY-LSW, Location: S OF US 6/W OF COLLSON DR (Lat: 39.159444, Lng: -108.743750), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 13 (year 2018), Average Future Daily Traffic: 19 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: GREENWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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 or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 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: 58.0 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FRT-K-17-0.46A, Location: .65 MI. E OF SH 6 (Lat: 39.164333, Lng: -108.738833), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 5,639 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,514 (year 2038), Design Load: HS 25 or greater, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: OTTLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.958, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: FRT-K-17-0.46A, Location: .65 MI. E OF SH 6 (Lat: 39.164333, Lng: -108.738833), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 5,639 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,514 (year 2038), Design Load: HS 25 or greater, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: OTTLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.958, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FRT-MESA-0.65, Location: .1 MI N OF OTTLEY AVE (Lat: 39.165833, Lng: -108.733639), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,195 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,315 (year 2038), Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: MESA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.737, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: FRT-MESA-0.65, Location: .1 MI N OF OTTLEY AVE (Lat: 39.165833, Lng: -108.733639), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,195 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,315 (year 2038), Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: MESA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.737, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-01-AB, Location: 10.5 MI. W. OF JCT. U.S. (Lat: 39.163167, Lng: -108.775967), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.65m (21.82ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up
Structure Number: H-01-AB, Location: 10.5 MI. W. OF JCT. U.S. (Lat: 39.163167, Lng: -108.775967), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.65m (21.82ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up
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Structure Number: H-01-AC, Location: 5.8 MI. E. JCT. US 6 MACK (Lat: 39.162786, Lng: -108.775894), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.65m (21.82ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H-01-AC, Location: 5.8 MI. E. JCT. US 6 MACK (Lat: 39.162786, Lng: -108.775894), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.65m (21.82ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: H-01-AD, Location: 11.0 MI. W. JCT. US 6 ML (Lat: 39.165956, Lng: -108.785692), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: H-01-AD, Location: 11.0 MI. W. JCT. US 6 ML (Lat: 39.165956, Lng: -108.785692), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: H-01-AE, Location: 5.3 MI E. JCT. SH 6 MACK (Lat: 39.165625, Lng: -108.785903), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: H-01-AE, Location: 5.3 MI E. JCT. SH 6 MACK (Lat: 39.165625, Lng: -108.785903), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20+Mod, Features Intersected: N CHANNEL-COLORADO RVR, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: H-02-FA, Location: 2.6 MI SE OF JCT SH340 (Lat: 39.137056, Lng: -108.697139), Route carried "on" structure: US 37, Year Built: 1986, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,200 (year 2038), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 18.540, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: H-02-FA, Location: 2.6 MI SE OF JCT SH340 (Lat: 39.137056, Lng: -108.697139), Route carried "on" structure: US 37, Year Built: 1986, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,200 (year 2038), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 18.540, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: H-02-FF, Location: 3.5 Mi W of FRUITA (Lat: 39.128222, Lng: -108.683558), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 681 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 681 (year 2030), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H-02-FF, Location: 3.5 Mi W of FRUITA (Lat: 39.128222, Lng: -108.683558), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 681 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 681 (year 2030), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: H-02-FG, Location: 2.5 MI E OF JCT SH 340 (Lat: 39.136022, Lng: -108.697772), Route carried "on" structure: Interstate 70A, Year Built: 1969, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 12,690 (year 2040), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.357, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H-02-FG, Location: 2.5 MI E OF JCT SH 340 (Lat: 39.136022, Lng: -108.697772), Route carried "on" structure: Interstate 70A, Year Built: 1969, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 12,690 (year 2040), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.357, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-02-FH, Location: 2.5 MI W OF FRUITA INT. (Lat: 39.135817, Lng: -108.697936), Route carried "on" structure: Interstate 70A, Year Built: 1969, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 12,690 (year 2040), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.357, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H-02-FH, Location: 2.5 MI W OF FRUITA INT. (Lat: 39.135817, Lng: -108.697936), Route carried "on" structure: Interstate 70A, Year Built: 1969, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 12,690 (year 2040), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.357, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H-02-FI, Location: 2.5 MI E OF FRUITA INT (Lat: 39.135617, Lng: -108.698114), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1969, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 25,380 (year 2040), Design Load: HS 20, Features Intersected: ADOBE CREEK SR, Facility Carried by Structure: I 70 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H-02-FI, Location: 2.5 MI E OF FRUITA INT (Lat: 39.135617, Lng: -108.698114), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1969, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 25,380 (year 2040), Design Load: HS 20, Features Intersected: ADOBE CREEK SR, Facility Carried by Structure: I 70 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H-02-FJ, Location: FRUITA INTERCHANGE (Lat: 39.155706, Lng: -108.737206), Route carried "on" structure: State highway 340A, Year Built: 1969, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,280 (year 2040), Design Load: H 20, Features Intersected: I 70 ML, Facility Carried by Structure: SH 340 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.637, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H-02-FJ, Location: FRUITA INTERCHANGE (Lat: 39.155706, Lng: -108.737206), Route carried "on" structure: State highway 340A, Year Built: 1969, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,280 (year 2040), Design Load: H 20, Features Intersected: I 70 ML, Facility Carried by Structure: SH 340 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.637, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-02-FK, Location: FRUITA (Lat: 39.156972, Lng: -108.736342), Route carried "on" structure: State highway 340A, Year Built: 1969, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,205 (year 2040), Design Load: HS 20, Features Intersected: US 6 ML, UP RR, Facility Carried by Structure: SH 340 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.484, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H-02-FK, Location: FRUITA (Lat: 39.156972, Lng: -108.736342), Route carried "on" structure: State highway 340A, Year Built: 1969, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,205 (year 2040), Design Load: HS 20, Features Intersected: US 6 ML, UP RR, Facility Carried by Structure: SH 340 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.484, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-02-FL, Location: FRUITA (Lat: 39.157058, Lng: -108.736472), Route carried "on" structure: State highway 340A, Year Built: 1969, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,205 (year 2040), Design Load: HS 20, Features Intersected: US 6 ML, UP RR, Facility Carried by Structure: SH 340 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.481, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H-02-FL, Location: FRUITA (Lat: 39.157058, Lng: -108.736472), Route carried "on" structure: State highway 340A, Year Built: 1969, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,205 (year 2040), Design Load: HS 20, Features Intersected: US 6 ML, UP RR, Facility Carried by Structure: SH 340 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.481, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H-02-FM, Location: 0.5 MI W OF JCT SH 340 (Lat: 39.157461, Lng: -108.745925), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.526, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H-02-FM, Location: 0.5 MI W OF JCT SH 340 (Lat: 39.157461, Lng: -108.745925), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.526, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: H-02-FN, Location: O.5 MI W OF JCT SH 340 (Lat: 39.157228, Lng: -108.746014), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.526, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H-02-FN, Location: O.5 MI W OF JCT SH 340 (Lat: 39.157228, Lng: -108.746014), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.526, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: H-02-FO, Location: 0.9 MI W of SH 340 FRUITA (Lat: 39.159161, Lng: -108.753308), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: BIG SALT WASH, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.860, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H-02-FO, Location: 0.9 MI W of SH 340 FRUITA (Lat: 39.159161, Lng: -108.753308), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: BIG SALT WASH, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.860, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: H-02-FP, Location: 0.9 MI W OF JCT SH 340 (Lat: 39.158939, Lng: -108.753425), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: BIG SALT WASH, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.857, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H-02-FP, Location: 0.9 MI W OF JCT SH 340 (Lat: 39.158939, Lng: -108.753425), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 6,985 (year 2040), Design Load: HS 20, Features Intersected: BIG SALT WASH, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.857, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: H-02-GH, Location: 0.5 MI W OF FRUITA (Lat: 39.164114, Lng: -108.750528), Route carried "on" structure: US 6A, Year Built: 1987, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,223 (year 2040), Design Load: HS 20, Features Intersected: BIG SALT WASH, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.987, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: H-02-GH, Location: 0.5 MI W OF FRUITA (Lat: 39.164114, Lng: -108.750528), Route carried "on" structure: US 6A, Year Built: 1987, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,223 (year 2040), Design Load: HS 20, Features Intersected: BIG SALT WASH, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.987, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
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Structure Number: H-02-GI, Location: W. EDGE OF FRUITA (Lat: 39.160267, Lng: -108.742967), Route carried "on" structure: US 6A, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,223 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Out-to-Out Width: 21.6m (70.9ft)
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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: H-02-GI, Location: W. EDGE OF FRUITA (Lat: 39.160267, Lng: -108.742967), Route carried "on" structure: US 6A, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,223 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Out-to-Out Width: 21.6m (70.9ft)
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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
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Structure Number: MESA-17-K.8A, Location: .7 MI N OF RD K (Lat: 39.177194, Lng: -108.738389), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,197 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,807 (year 2038), Features Intersected: BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-17-K.8A, Location: .7 MI N OF RD K (Lat: 39.177194, Lng: -108.738389), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,197 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,807 (year 2038), Features Intersected: BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-17.45-N.3A, Location: .3 MI N OF RD N (Lat: 39.213250, Lng: -108.729250), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 388 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 586 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 17.45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-17.45-N.3A, Location: .3 MI N OF RD N (Lat: 39.213250, Lng: -108.729250), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 388 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 586 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 17.45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-17.5-L.6, Location: .3 MI S OF RD L.50 (Lat: 39.187444, Lng: -108.729139), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,030 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,555 (year 2038), Design Load: HS 20, Features Intersected: TRIB. BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD 17.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.941, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-17.5-L.6, Location: .3 MI S OF RD L.50 (Lat: 39.187444, Lng: -108.729139), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,030 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,555 (year 2038), Design Load: HS 20, Features Intersected: TRIB. BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD 17.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.941, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-17.5-M.3, Location: .3 MI N of CR M (Lat: 39.197042, Lng: -108.729119), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 762 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,150 (year 2038), Features Intersected: Big Salt Wash, Facility Carried by Structure: County Road 17.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.007, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-17.5-M.3, Location: .3 MI N of CR M (Lat: 39.197042, Lng: -108.729119), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 762 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,150 (year 2038), Features Intersected: Big Salt Wash, Facility Carried by Structure: County Road 17.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.007, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-18.5-M.7, Location: .7 MI N OF ROAD M (Lat: 39.202611, Lng: -108.710556), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1992, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 542 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 818 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 18.50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-18.5-M.7, Location: .7 MI N OF ROAD M (Lat: 39.202611, Lng: -108.710556), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1992, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 542 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 818 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 18.50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-19-L.4, Location: 0.4 MI N OF ROAD L (Lat: 39.184389, Lng: -108.701278), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 841 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,270 (year 2038), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 48.4 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-19-L.4, Location: 0.4 MI N OF ROAD L (Lat: 39.184389, Lng: -108.701278), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 841 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,270 (year 2038), Design Load: HS 20, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 48.4 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-19-M.6, Location: .6 MI N OF RD M (Lat: 39.202278, Lng: -108.701167), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 494 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 745 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.806, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-19-M.6, Location: .6 MI N OF RD M (Lat: 39.202278, Lng: -108.701167), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 494 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 745 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.806, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-19-O.7A, Location: .7 MI N OF RD O (Lat: 39.231028, Lng: -108.701111), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 54 (year 2018), Average Future Daily Traffic: 82 (year 2038), Design Load: HS 20, Features Intersected: E. FORK BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-19-O.7A, Location: .7 MI N OF RD O (Lat: 39.231028, Lng: -108.701111), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 54 (year 2018), Average Future Daily Traffic: 82 (year 2038), Design Load: HS 20, Features Intersected: E. FORK BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-20-L.7, Location: .7 MI N OF COUNTY ROAD L (Lat: 39.188194, Lng: -108.682583), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 481 (year 2018), Average Future Daily Traffic: 726 (year 2038), Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.280, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: January 2022
Structure Number: MESA-20-L.7, Location: .7 MI N OF COUNTY ROAD L (Lat: 39.188194, Lng: -108.682583), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 481 (year 2018), Average Future Daily Traffic: 726 (year 2038), Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.280, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: January 2022
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Structure Number: MESA-21-K.7, Location: .7 MI N OF RD K (Lat: 39.175083, Lng: -108.663861), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 453 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 685 (year 2038), Features Intersected: ADOBE CREEK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.051, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: January 2022
Structure Number: MESA-21-K.7, Location: .7 MI N OF RD K (Lat: 39.175083, Lng: -108.663861), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 453 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 685 (year 2038), Features Intersected: ADOBE CREEK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.051, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: January 2022
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Structure Number: MESA-21-N.1, Location: 1.1 MI N OF RD M (Lat: 39.204056, Lng: -108.659806), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 256 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 386 (year 2038), Design Load: HS 20, Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.1 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: MESA-21-N.1, Location: 1.1 MI N OF RD M (Lat: 39.204056, Lng: -108.659806), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 256 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 386 (year 2038), Design Load: HS 20, Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.1 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: MESA-K-19.7A, Location: 0.7 MI E OF RD 19 (Lat: 39.164444, Lng: -108.685833), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,729 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,611 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.936, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: January 2022
Structure Number: MESA-K-19.7A, Location: 0.7 MI E OF RD 19 (Lat: 39.164444, Lng: -108.685833), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,729 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,611 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.936, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: January 2022
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Structure Number: MESA-K-20.2, Location: .2 MI EAST OF CR 20 (Lat: 39.164361, Lng: -108.679861), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,554 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,346 (year 2038), Design Load: HS 25 or greater, Features Intersected: ADOBE CREEK, Facility Carried by Structure: COUNTY ROAD K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.456, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: MESA-K-20.2, Location: .2 MI EAST OF CR 20 (Lat: 39.164361, Lng: -108.679861), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,554 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,346 (year 2038), Design Load: HS 25 or greater, Features Intersected: ADOBE CREEK, Facility Carried by Structure: COUNTY ROAD K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.456, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: MESA-L-18.7A, Location: .1 MI E OF RD 18.5 (Lat: 39.178806, Lng: -108.709333), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 334 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 504 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: COUNTY ROAD L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2022
Structure Number: MESA-L-18.7A, Location: .1 MI E OF RD 18.5 (Lat: 39.178806, Lng: -108.709333), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 334 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 504 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE SALT WASH, Facility Carried by Structure: COUNTY ROAD L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2022
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Structure Number: MESA-L-20.2A, Location: .2 MI E OF RD 20 (Lat: 39.180806, Lng: -108.677167), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 183 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 276 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.465, 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: 7.0m (23.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-L-20.2A, Location: .2 MI E OF RD 20 (Lat: 39.180806, Lng: -108.677167), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 183 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 276 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.465, 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: 7.0m (23.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-M-19.5, Location: .4 MI W OF RD 20 (Lat: 39.193278, Lng: -108.691778), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 212 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 321 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-M-19.5, Location: .4 MI W OF RD 20 (Lat: 39.193278, Lng: -108.691778), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 212 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 321 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-N.3-17.5A, Location: .3 MI N OF RD N (Lat: 39.212667, Lng: -108.729444), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 262 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 395 (year 2038), Features Intersected: BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD N.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-N.3-17.5A, Location: .3 MI N OF RD N (Lat: 39.212667, Lng: -108.729444), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 262 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 395 (year 2038), Features Intersected: BIG SALT WASH, Facility Carried by Structure: COUNTY ROAD N.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous