Bridge Statistics for Commerce City, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: E-17-AT,  Location: VASQUEZ/56th AVE S OF 270 (Lat: 39.797372,  Lng: -104.935433),  Route carried "on" structure: US 6H,  Year Built: 1940,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 11.04m (36.22ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,400 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SH 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.429,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.1 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $19,442,000,  Roadway Improvement Cost: $1,944,000,  Total Project Cost: $29,163,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-CB,  Location: IN COMMERCE CITY (Lat: 39.794633,  Lng: -104.937928),  Route carried "on" structure: US 6H,  Year Built: 1950,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,400 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.058,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  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-17-CC,  Location: 0.7 MI W OF JCT US 85 (Lat: 39.885217,  Lng: -104.895836),  Route carried "on" structure: State highway 44A,  Year Built: 1959,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,660 (year 2040),  Design Load: H 20,  Features Intersected: FULTON DITCH,  Facility Carried by Structure: SH 44 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.099,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.87m (6.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $315,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-EP,  Location: 0.7 MI N OF JCT SH 224 (Lat: 39.841497,  Lng: -104.924514),  Route carried "on" structure: ServiceUS 6H,  Year Built: 1948,  Status: Closed,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,900 (year 2040),  Design Load: H 20,  Features Intersected: BURLINGTON CANAL SR,  Facility Carried by Structure: SH6 DITCH RIDER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Very 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $620,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-FP,  Location: .3 MI W. OF JCT SH2 (Lat: 39.905764,  Lng: -104.830303),  Route carried "on" structure: Interstate 76A,  Year Built: 1957,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 55,440 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.960,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Channel: Very good,  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,  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: E-17-FR,  Location: 0.7 MI NE OF JCT SH 2 (Lat: 39.914717,  Lng: -104.815650),  Route carried "on" structure: Interstate 76A,  Year Built: 1957,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 51,840 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.563,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Out-to-Out Width: 39.5m (129.6ft)

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: 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: E-17-GF,  Location: 2.7 MI NE OF JCT US 85 (Lat: 39.896772,  Lng: -104.846575),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 3,541 (year 2021),  Average Future Daily Traffic: 4,603 (year 2041),  Design Load: HL 93,  Features Intersected: I 76 ML,  Facility Carried by Structure: PEORIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.626,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.1m (141.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 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: 45.4 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: Equal to present minimum criteria,  Underclear: Superior 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-GI,  Location: COMMERCE CITY (Lat: 39.796722,  Lng: -104.953611),  Route carried "on" structure: State highway 265A,  Year Built: 1972,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,955 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR,  Facility Carried by Structure: SH 265 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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-17-HC,  Location: 2.1 MI NE OF JCT I 270 (Lat: 39.838814,  Lng: -104.931436),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.82m (28.94ft),  Average Daily Traffic: 10,703 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,913 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 76 ML,  Facility Carried by Structure: DAHLIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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-17-IC,  Location: IN COMMERCE CITY (Lat: 39.819458,  Lng: -104.959142),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 13,693 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,801 (year 2041),  Design Load: HL 93,  Features Intersected: I 270 ML,  Facility Carried by Structure: YORK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.090,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.4 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,740,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $8,610,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E-17-IF,  Location: IN COMMERCE CITY (Lat: 39.812528,  Lng: -104.949417),  Route carried "on" structure: Interstate 270A,  Year Built: 1969,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,170 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DITCH RD,BURLINGTON CANA,  Facility Carried by Structure: I 270 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.777,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-IG,  Location: IN COMMERCE CITY (Lat: 39.812367,  Lng: -104.949528),  Route carried "on" structure: Interstate 270A,  Year Built: 1969,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,170 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DITCH RD,BURLINGTON CANA,  Facility Carried by Structure: I 270 ML EBND
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.783,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-IH,  Location: IN COMMERCE CITY (Lat: 39.806611,  Lng: -104.941572),  Route carried "on" structure: Interstate 270A,  Year Built: 1969,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,170 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 265 ML,UP RR,BNSF RR,  Facility Carried by Structure: I 270 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.718,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,934,000,  Roadway Improvement Cost: $493,000,  Total Project Cost: $7,401,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-II,  Location: IN COMMERCE CITY (Lat: 39.806453,  Lng: -104.941717),  Route carried "on" structure: Interstate 270A,  Year Built: 1969,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,170 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 265 ML,UP RR,BNSF RR,  Facility Carried by Structure: I 270 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.721,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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-17-IJ,  Location: IN COMMERCE CITY (Lat: 39.804006,  Lng: -104.938139),  Route carried "on" structure: Interstate 270A,  Year Built: 1970,  Status: Open,  Structure Length: 10.31m (33.83ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,170 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SERVICE RD, BNSF RR,  Facility Carried by Structure: I 270 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.130,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E-17-IK,  Location: IN COMMERCE CITY (Lat: 39.803739,  Lng: -104.938136),  Route carried "on" structure: Interstate 270A,  Year Built: 1970,  Status: Open,  Structure Length: 10.65m (34.94ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,170 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SERVICE RD, BNSF RR,  Facility Carried by Structure: I 270 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.151,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: 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: July 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-17-IN,  Location: COMMERCE CITY (Lat: 39.798192,  Lng: -104.930850),  Route carried "on" structure: Interstate 270A,  Year Built: 1968,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,520 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DAHLIA STREET,  Facility Carried by Structure: I 270 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.025,  Lanes on structure: 3,  Lanes under structure: 3,  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: 13.0m (42.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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-17-IO,  Location: COMMERCE CITY (Lat: 39.798028,  Lng: -104.931086),  Route carried "on" structure: Interstate 270A,  Year Built: 1968,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,520 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DAHLIA STREET,  Facility Carried by Structure: I 270 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Lanes under 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: 12.8m (42.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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-17-JB,  Location: IN COMMERCE CITY (Lat: 39.830650,  Lng: -104.939508),  Route carried "on" structure: State highway 224A,  Year Built: 1964,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,985 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: SH 224 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.767,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-KS,  Location: 0.7 MI NE OF JCT US 6 (Lat: 39.857861,  Lng: -104.913197),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 21,430 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,858 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 76 ML,  Facility Carried by Structure: 88TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.759,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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-17-KT,  Location: 1.7 MI NE OF JCT US 6 (Lat: 39.870272,  Lng: -104.901697),  Route carried "on" structure: Interstate 76A,  Year Built: 1976,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 74,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 105,080 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 96TH AVE,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.541,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-LG,  Location: .3 MI W. OF SH2 (Lat: 39.905797,  Lng: -104.831286),  Route carried "on" structure: ServiceInterstate 76A,  Year Built: 1971,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 55,440 (year 2040),  Design Load: H 15,  Features Intersected: BURLINGTON CANAL AR,  Facility Carried by Structure: FARM ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.894,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: E-17-LH,  Location: .3 MI W. OF JCT SH2 (Lat: 39.905750,  Lng: -104.829981),  Route carried "on" structure: ServiceInterstate 76A,  Year Built: 1971,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 55,440 (year 2040),  Design Load: H 15,  Features Intersected: BURLINGTON CANAL AR,  Facility Carried by Structure: FARM ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.983,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: E-17-MF,  Location: 0.3 MI W OF JCT I-76 (Lat: 39.841522,  Lng: -104.924344),  Route carried "on" structure: US 6H,  Year Built: 1948,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,450 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: US 6 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.517,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-17-MU,  Location: IN COMMERCE CITY (Lat: 39.812681,  Lng: -104.931817),  Route carried "on" structure: Ramp State highway 2D,  Year Built: 1987,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 6,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,892 (year 2038),  Design Load: HS 20,  Features Intersected: US 6 ML,  Facility Carried by Structure: SH 2 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-MX,  Location: 0.3 MI S. OF JCT I 76 (Lat: 39.903150,  Lng: -104.824944),  Route carried "on" structure: State highway ,  Year Built: 1999,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 16,034 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,844 (year 2041),  Design Load: HS 20,  Features Intersected: OBRIAN CANAL,  Facility Carried by Structure: SH 2 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-MZ,  Location: IN COMMERCE CITY (Lat: 39.814047,  Lng: -104.931822),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 839 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,090 (year 2041),  Design Load: HS 20,  Features Intersected: US 6 ML,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.605,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.3m (132.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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-17-OY,  Location: I76 & US 85C JCT (Lat: 39.880572,  Lng: -104.887675),  Route carried "on" structure: Interstate 76A,  Year Built: 1990,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,720 (year 2040),  Design Load: HS 20,  Features Intersected: US 85 ML NBND,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.212,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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-17-UG,  Location: 120TH AVE. OVER I76 (Lat: 39.914214,  Lng: -104.817317),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 30.19m (99.05ft),  Average Daily Traffic: 20,844 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,097 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I76 ML,  Facility Carried by Structure: 120TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.139,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-UH,  Location: .2 MI S OF JCT I76 (Lat: 39.905961,  Lng: -104.824022),  Route carried "on" structure: State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 16,034 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,844 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: SH 2 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.282,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-UJ,  Location: 0.1 MI S OF 120TH AVE (Lat: 39.912167,  Lng: -104.821833),  Route carried "on" structure: State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 16,174 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,026 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: SH 2 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.423,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-UK,  Location: BTWN JCT SH2 AND 120 AVE (Lat: 39.911122,  Lng: -104.820658),  Route carried "on" structure: Interstate 76A,  Year Built: 2003,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 51,840 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: I76 ML & RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.477,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 49.1m (161.1ft),  Out-to-Out Width: 50.7m (166.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-VA,  Location: 1.1 MI W OF JCT US 85 (Lat: 39.885094,  Lng: -104.902975),  Route carried "on" structure: State highway 44A,  Year Built: 2013,  Status: Open,  Structure Length: 10.44m (34.25ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,660 (year 2040),  Design Load: HL 93,  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: SH44 ML(104TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.709,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.49m (27.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-VR,  Location: 104TH AVE OVER I76 (Lat: 39.885181,  Lng: -104.869247),  Route carried "on" structure: State highway 44A,  Year Built: 1996,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,320 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 76 ML,  Facility Carried by Structure: SH 44 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.833,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.52m (34.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,085,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,194,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-WP,  Location: COMMERCE CITY (Lat: 39.805442,  Lng: -104.942328),  Route carried "on" structure: State highway 265A,  Year Built: 1999,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,955 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SH 265 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.815,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 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: September 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: E-17-WQ,  Location: COMMERCE CITY (Lat: 39.797256,  Lng: -104.952839),  Route carried "on" structure: State highway 265A,  Year Built: 1999,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,955 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RR CROSSING & CHANNEL,  Facility Carried by Structure: SH 265 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.539,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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,  Waterway Adequacy: Equal to present desirable criteria,  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: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-WZ,  Location: COMMERCE CITY (Lat: 39.800136,  Lng: -104.933761),  Route carried "on" structure: Interstate 270A,  Year Built: 2000,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 93,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 119,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 6 ML,  Facility Carried by Structure: I 270 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.695,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 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: Better than present minimum criteria,  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-17-ZK,  Location: JUST S OF 160TH AVE (Lat: 39.981222,  Lng: -104.987886),  Route carried "on" structure: Interstate 25A,  Year Built: 2002,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,300 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NWP,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 366.187,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 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,  Underclear: Superior 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-ZZ,  Location: IN COMMERCE CITY (Lat: 39.792461,  Lng: -104.939547),  Route carried "on" structure: State highway 2A,  Year Built: 2005,  Status: Open,  Structure Length: 31.90m (104.66ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,770 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 6 ML,  Facility Carried by Structure: SH 2 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.495,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 66.8m (219.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing