Bridge Statistics for Wheat Ridge, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: E-16-C,  Location: 3.9 MI NO OF JCT US 36 (Lat: 39.893292,  Lng: -105.024881),  Route carried "on" structure: US 287C,  Year Built: 1951,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,940 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FARMERS HIGHLINE CANAL,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.995,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-CW,  Location: IN WHEATRIDGE (Lat: 39.782069,  Lng: -105.130828),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 3,587 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,125 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 70 ML,  Facility Carried by Structure: TABOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.829,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $498,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $758,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: E-16-DE,  Location: 6.3 MILES N. SH 58 (Lat: 39.849222,  Lng: -105.233564),  Route carried "on" structure: State highway 93A,  Year Built: 1999,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,400 (year 2040),  Design Load: HS 20,  Features Intersected: LEYDEN GULCH,  Facility Carried by Structure: SH 93 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.230,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: April 2020

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Structure Number: E-16-DI,  Location: LAKESIDE (Lat: 39.783350,  Lng: -105.053583),  Route carried "on" structure: Interstate 70A,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 93,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 112,530 (year 2040),  Design Load: HS 20,  Features Intersected: SH 95 ML,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.609,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: E-16-DP,  Location: KIPLING 0.65 MI S OF I70 (Lat: 39.774897,  Lng: -105.109514),  Route carried "on" structure: State highway 391A,  Year Built: 1969,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: SH 391 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.987,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,090,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,200,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-GC,  Location: IN DENVER (Lat: 39.780544,  Lng: -104.989069),  Route carried "on" structure: Interstate 25A,  Year Built: 1989,  Status: Open,  Structure Length: 10.95m (35.93ft),  Average Daily Traffic: 200,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 232,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMPS TO I 25/ I 70,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 343.706,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.7m (176.2ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 54.6m (179.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E-16-GU,  Location: IN ARVADA (Lat: 39.783539,  Lng: -105.100536),  Route carried "on" structure: Interstate 70A,  Year Built: 1967,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 118,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 140,420 (year 2040),  Design Load: HS 20,  Features Intersected: GARRISON STREET,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 432.482,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 47.8m (156.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Membrane: Preformed Fabric

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Structure Number: E-16-GW,  Location: IN ARVADA (Lat: 39.783536,  Lng: -105.091081),  Route carried "on" structure: Interstate 70A,  Year Built: 1967,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 118,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 140,420 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CARR STREET,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 433.290,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 58.5m (191.9ft),  Out-to-Out Width: 60.2m (197.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: E-16-GX,  Location: WHEATRIDGE (Lat: 39.784292,  Lng: -105.109925),  Route carried "on" structure: Interstate 70A,  Year Built: 1967,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 57,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 68,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 391 ML,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 431.676,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,262,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,893,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E-16-GY,  Location: WHEATRIDGE (Lat: 39.784083,  Lng: -105.109931),  Route carried "on" structure: Interstate 70A,  Year Built: 1967,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 57,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 68,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 391 ML,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 431.674,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $430,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-HF,  Location: WHEATRIDGE (Lat: 39.761897,  Lng: -105.143281),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 45,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 58,240 (year 2040),  Design Load: HS 20,  Features Intersected: WEST 32ND AVE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.993,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,318,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,977,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E-16-IX,  Location: N SIDE OF 39TH AVE (Lat: 39.771467,  Lng: -105.109525),  Route carried "on" structure: State highway 391A,  Year Built: 1981,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LENA GULCH,  Facility Carried by Structure: SH 391 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.593,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Channel: Good,  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: 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 2020

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Structure Number: E-16-JK,  Location: WHEATRIDGE (Lat: 39.778153,  Lng: -105.141058),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,760 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST 44TH AVE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.853,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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,  Membrane: Preformed Fabric

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Structure Number: E-16-JL,  Location: WHEATRIDGE (Lat: 39.779722,  Lng: -105.138186),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,760 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 72 ML,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 429.154,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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,  Membrane: Preformed Fabric

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Structure Number: E-16-JM,  Location: WHEATRIDGE (Lat: 39.773194,  Lng: -105.143325),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,560 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.243,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 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: Better than present minimum 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,  Membrane: Built-up

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Structure Number: E-16-JN,  Location: WHEATRIDGE (Lat: 39.779397,  Lng: -105.138186),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,760 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 72 ML,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 429.140,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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,  Membrane: Built-up

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Structure Number: E-16-JO,  Location: WHEATRIDGE (Lat: 39.773247,  Lng: -105.142969),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,560 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.250,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E-16-JP,  Location: WHEATRIDGE (Lat: 39.778408,  Lng: -105.140819),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Status: Open,  Structure Length: 8.27m (27.13ft),  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,760 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST 44TH AVE,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.889,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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,  Membrane: Built-up

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Structure Number: E-16-JT,  Location: .75 MI E. OF WADSWORTH (Lat: 39.787542,  Lng: -105.068975),  Route carried "on" structure: Interstate 76A,  Year Built: 1980,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARSHALL STREET,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.781,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Good,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,264,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $4,896,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-JU,  Location: IN ARVADA (Lat: 39.787944,  Lng: -105.069119),  Route carried "on" structure: Interstate 76A,  Year Built: 1980,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARSHALL STREET,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.784,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,038,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,557,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-JX,  Location: IN ARVADA (Lat: 39.786625,  Lng: -105.073386),  Route carried "on" structure: Interstate 76A,  Year Built: 1982,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 70 ML WBND,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.393,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.4m (181.8ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-JY,  Location: I70, I76, SH121 INTERCHAN (Lat: 39.786200,  Lng: -105.075200),  Route carried "on" structure: Ramp Interstate 76A,  Year Built: 1982,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 70 ML EBND,  Facility Carried by Structure: RAMP TO I 76 EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.261,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.9m (199.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-RB,  Location: IN WESTMINSTER (Lat: 39.830592,  Lng: -105.006525),  Route carried "on" structure: US 36B,  Year Built: 2001,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 129,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 157,380 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PECOS STREET,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.126,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 49.5m (162.4ft),  Out-to-Out Width: 51.6m (169.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: E-16-RS,  Location: I-70 & SH 58 INTERCHA (Lat: 39.772853,  Lng: -105.142756),  Route carried "on" structure: Ramp State highway 58A,  Year Built: 2008,  Status: Open,  Structure Length: 64.47m (211.52ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,300 (year 2040),  Design Load: HL 93,  Features Intersected: I70ML/ SH58 ML/CLR CRK,  Facility Carried by Structure: SH 58 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.141,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-XX,  Location: AT 32ND AVENUE (Lat: 39.761897,  Lng: -105.143481),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 2021,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 91,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 119,028 (year 2042),  Design Load: HL 93,  Features Intersected: 32ND AVE,  Facility Carried by Structure: I70 WB OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-YD,  Location: SHERIDAN 1.3 MI N OF I 70 (Lat: 39.802500,  Lng: -105.052778),  Route carried "on" structure: State highway 95A,  Year Built: 2011,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,050 (year 2040),  Design Load: HL 93,  Features Intersected: UP RR, RR SPUR, LT RAIL,  Facility Carried by Structure: SH 95 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 16.744,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.6m (110.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WTRE-02-0.10-07,  Location: JUST E OF KIPLING (Lat: 39.773444,  Lng: -105.109172),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 411 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 472 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: 41ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: WTRE-02-0.30-01,  Location: .3 MI E OF I-70 (Lat: 39.761964,  Lng: -105.136389),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 10,393 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,952 (year 2041),  Features Intersected: LENA GULCH,  Facility Carried by Structure: 32ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.806,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.9m (58.7ft)

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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WTRE-02-0.70-02,  Location: .7 MI N OF 32ND AVENUE (Lat: 39.767550,  Lng: -105.121383),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 746 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 858 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: PARFET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.619,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.8 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: WTRE-02-0.80-03,  Location: .1 MI SOUTH OF 38TH AVE (Lat: 39.768311,  Lng: -105.117886),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 514 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 591 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: NELSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: WTRE-02-0.90-04,  Location: 200 FT S OF 38TH AVENUE (Lat: 39.768589,  Lng: -105.115622),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 263 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 302 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: MOORE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.166,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: WTRE-02-0.90-05,  Location: JUST SOUTH OF 38TH AVE (Lat: 39.769183,  Lng: -105.113964),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 243 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 279 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: MILLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.512,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 73.2m (240.2ft),  Out-to-Out Width: 73.8m (242.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: WTRE-02-1.00-06,  Location: 0.2 MI W OF KIPLING (Lat: 39.769314,  Lng: -105.112492),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 8,918 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,255 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: 38TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: April 2021

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Structure Number: WTRE-02-1.05-08,  Location: JUST W OF KIPLING ST (Lat: 39.771136,  Lng: -105.110253),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,207 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,389 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: 39TH AVENUE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: WTRE-03-0.71-01,  Location: .71 MI EAST OF KIPLING (Lat: 39.777622,  Lng: -105.096292),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 13,333 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,333 (year 2041),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: 44TH AVENUE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.834,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WTRE-04-0.29-01,  Location: .29 MI S OF W 52ND AVENUE (Lat: 39.786897,  Lng: -105.068811),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 10,092 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,606 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: MARSHALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.351,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: WTRE-1-0.79-01A,  Location: .79 MI N OF W 32ND AVENUE (Lat: 39.773558,  Lng: -105.142781),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 14,909 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,145 (year 2041),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: YOUNGFIELD ST
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.736,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E-16-CW,  Location: IN WHEATRIDGE (Lat: 39.782069,  Lng: -105.130828),  Route carried "under" structure: Interstate 70A,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,986 (year 2016),  Truck Traffic: 9%,  Features Intersected: I 70 ML,  Facility Carried by Structure: TABOR STREET
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.827,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: E-16-DI,  Location: LAKESIDE (Lat: 39.783350,  Lng: -105.053583),  Route carried "under" structure: State highway 95A,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SH 95 ML,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 14.502,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: E-16-GX,  Location: WHEATRIDGE (Lat: 39.784292,  Lng: -105.109925),  Route carried "under" structure: State highway 391A,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SH 391 ML,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 15.302,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: E-16-GY,  Location: WHEATRIDGE (Lat: 39.784083,  Lng: -105.109931),  Route carried "under" structure: State highway 391A,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SH 391 ML,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 15.300,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: E-16-JJ,  Location: END OF SH 58 @ I 70 (Lat: 39.775439,  Lng: -105.143625),  Route carried "under" structure: Ramp Interstate 70A,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 86,000 (year 2005),  Truck Traffic: 9%,  Features Intersected: I 70 ML R,  Facility Carried by Structure: RAMP TO I 70 EBND
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 426.937,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.9m (127.6ft)

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Structure Number: E-16-JL,  Location: WHEATRIDGE (Lat: 39.779722,  Lng: -105.138186),  Route carried "under" structure: State highway 72A,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: SH 72 ML,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.003,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)