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

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Structure Number: D-31-PB-22,  Location: 2.75 MI NORTH OF I-70 (Lat: 39.803725,  Lng: -104.787203),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 49,885 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,372 (year 2041),  Design Load: HS 20,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.571,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: D-31-PB-23,  Location: 2.75 MI NORTH OF I-70 (Lat: 39.803622,  Lng: -104.786317),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 49,885 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,372 (year 2041),  Design Load: HS 20,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: D-31-PB-31,  Location: WEST OF TOWER ROAD (Lat: 39.832628,  Lng: -104.776508),  Route carried "on" structure: City street ,  Year Built: 1993,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 50,608 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,175 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK TRIB,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 9.032,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: 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: December 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: D-31-PB-32,  Location: WEST OF TOWER ROAD (Lat: 39.832042,  Lng: -104.776031),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 50,608 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,175 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK TRIB,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.035,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: D-31-PB-35,  Location: 5.0 MI NORTH OF I-70 (Lat: 39.834006,  Lng: -104.772208),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 50,608 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,175 (year 2041),  Design Load: HS 20,  Features Intersected: TOWER ROAD,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.952,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-36,  Location: 5.0 MI NORTH OF I-70 (Lat: 39.833283,  Lng: -104.772211),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 50,608 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,175 (year 2041),  Design Load: HS 20,  Features Intersected: TOWER ROAD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 9.392,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-41,  Location: 0.4 MI EAST OF E-470 (Lat: 39.834433,  Lng: -104.735408),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 69,239 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,855 (year 2041),  Design Load: HS 20,  Features Intersected: FUTURE PICADILLY RD,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.499,  Lanes on structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.6m (182.4ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.6 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,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-42,  Location: 0.4 MI EAST OF E-470 (Lat: 39.833756,  Lng: -104.734764),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 69,239 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,855 (year 2041),  Design Load: HS 20,  Features Intersected: FUTURE PICADILLY RD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.522,  Lanes on structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.6m (182.4ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 58.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-44,  Location: 0.2 MI W OF 75TH AVE (Lat: 39.833267,  Lng: -104.730058),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 69,239 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,855 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.932,  Lanes on structure: 8,  Owner: Local Agency,  Approaching Roadway Width: 65.8m (215.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 65.8m (215.9ft),  Out-to-Out Width: 153.4m (503.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 2020

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Structure Number: D-31-PB-46,  Location: 2.0 MI EAST OF E-470 (Lat: 39.834325,  Lng: -104.715703),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 53,666 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,569 (year 2041),  Design Load: HS 20,  Features Intersected: GUN CLUB ROAD,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.380,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.6m (182.4ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  Underclear: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-47,  Location: 2.0 MI EAST OF E-470 (Lat: 39.833561,  Lng: -104.715717),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 53,666 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,569 (year 2041),  Design Load: HS 20,  Features Intersected: GUN CLUB ROAD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.152,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.7m (182.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  Underclear: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-51,  Location: JUST W OF JACKSON GAP RD (Lat: 39.837756,  Lng: -104.693811),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 18,020 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,002 (year 2041),  Design Load: HS 20,  Features Intersected: THIRD CREEK TRIB,  Facility Carried by Structure: 78TH AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.528,  Lanes on structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: D-31-PB-53,  Location: 3.0 MI EAST OF E-470 (Lat: 39.834172,  Lng: -104.693103),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 52,330 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 58,086 (year 2041),  Design Load: HS 20,  Features Intersected: JACKSON GAP ST,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.152,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.6m (182.4ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  Underclear: Superior to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-54,  Location: 3.0 MI EAST OF E-470 (Lat: 39.833386,  Lng: -104.693117),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 52,330 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 58,086 (year 2041),  Design Load: HS 20,  Features Intersected: JACKSON GAP RD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.085,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.6m (182.4ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-62,  Location: 3.5 MI EAST OF E-470 (Lat: 39.833936,  Lng: -104.681361),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 55,210 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,283 (year 2041),  Design Load: HS 20,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 7.088,  Lanes on structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 74.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2020

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Structure Number: D-31-PB-63,  Location: 3.5 MI EAST OF E-470 (Lat: 39.833269,  Lng: -104.681306),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 55,210 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,283 (year 2041),  Design Load: HS 20,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 7.091,  Lanes on structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 53.1m (174.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.7 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: 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: December 2020

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Structure Number: D-31-PB-65,  Location: 4.2 MI EAST OF E-470 (Lat: 39.834406,  Lng: -104.672828),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 55,210 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,283 (year 2041),  Design Load: HS 20,  Features Intersected: NB PENA BLVD,  Facility Carried by Structure: 76TH AVENUE
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 7.844,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.7m (169.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-66,  Location: S OF TERMINAL BLDG (Lat: 39.842142,  Lng: -104.673889),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 24,833 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,564 (year 2041),  Design Load: HL 93,  Features Intersected: RTD COMMUTER RAIL,  Facility Carried by Structure: SCOTTSBURG ROAD
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.351,  Lanes on structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 53.9m (176.8ft),  Out-to-Out Width: 54.9m (180.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Membrane: Other

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Structure Number: D-31-PB-67,  Location: S OF TERMINAL BLDG (Lat: 39.843142,  Lng: -104.673944),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 1,749 (year 2021),  Average Future Daily Traffic: 1,942 (year 2041),  Design Load: HL 93,  Features Intersected: RTD COMMUTER LINE,  Facility Carried by Structure: COMM. VEH. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Local Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: D-31-PB-68,  Location: S OF TERMINAL BLDG (Lat: 39.842114,  Lng: -104.673992),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 27,409 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,424 (year 2041),  Design Load: HS 20,  Features Intersected: SCOTTSBURG ROAD,  Facility Carried by Structure: QUEENSBURG ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.346,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.3 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: 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 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: D-31-PB-69,  Location: S OF TERMINAL BLDG (Lat: 39.841708,  Lng: -104.673136),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 24,833 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,564 (year 2041),  Design Load: HS 20,  Features Intersected: THIRD CREEK TRIB,  Facility Carried by Structure: SCOTTSBURG ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.216,  Lanes on structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 53.2m (174.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.7 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: 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: December 2020

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Structure Number: D-31-PB-7,  Location: S OF TERMINAL BLDG (Lat: 39.842453,  Lng: -104.674075),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Closed,  Structure Length: 6.71m (22.01ft),  Truck Traffic: 6%,  Features Intersected: SCOTTSBURG ROAD,  Facility Carried by Structure: HAUL ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.327,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.5m (211.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: D-31-PB-71,  Location: W TERMINAL OUTBOUND (Lat: 39.842969,  Lng: -104.677253),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 22,084 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,513 (year 2041),  Features Intersected: HAUL ROAD,  Facility Carried by Structure: PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.407,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: December 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: D-31-PB-721A,  Location: SE CORNER TERM BLDG (Lat: 39.847778,  Lng: -104.673056),  Route carried "on" structure: Ramp City street ,  Year Built: 2014,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 11,241 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 12,478 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: LEV 5 SE TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.647,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.2m (115.5ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  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: December 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: D-31-PB-722A,  Location: SE CORNER TERM BLDG (Lat: 39.846961,  Lng: -104.672628),  Route carried "on" structure: Ramp City street ,  Year Built: 2014,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 11,984 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,302 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: LEV 6 SE TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.545,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: December 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: D-31-PB-723A,  Location: SE CORNER TERM BLDG (Lat: 39.847778,  Lng: -104.672500),  Route carried "on" structure: Ramp City street ,  Year Built: 2014,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 8,856 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,830 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: LEV 4 SE TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.632,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-731,  Location: EAST PARKING STRUCTURE (Lat: 39.850106,  Lng: -104.670119),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,030 (year 2021),  Average Future Daily Traffic: 2,253 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT,  Facility Carried by Structure: NE 2ND LEVEL PARK
Minimum Vertical Clearance: 2.44m (8.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-732,  Location: EAST PARKING STRUCTURE (Lat: 39.849281,  Lng: -104.670117),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,093 (year 2021),  Average Future Daily Traffic: 3,434 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT,  Facility Carried by Structure: E 2ND LEVEL PARK
Minimum Vertical Clearance: 2.44m (8.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-733,  Location: EAST PARKING STRUCTURE (Lat: 39.848456,  Lng: -104.670133),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,749 (year 2021),  Average Future Daily Traffic: 1,942 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT,  Facility Carried by Structure: SE 2ND LEVEL PARK
Minimum Vertical Clearance: 2.44m (8.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-75,  Location: SE OF EAST PARKING STRUCT (Lat: 39.848117,  Lng: -104.669828),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 5,163 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,731 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: SE 2ND LEVEL EXIT
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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,  Underclear: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-781,  Location: NE CORNER TERM BLDG (Lat: 39.850583,  Lng: -104.672531),  Route carried "on" structure: Ramp City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 9,793 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,871 (year 2041),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: LEV 4 NE TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-782,  Location: NE CORNER TERM BLDG (Lat: 39.850500,  Lng: -104.672781),  Route carried "on" structure: Ramp City street ,  Year Built: 1993,  Status: Open,  Structure Length: 15.14m (49.67ft),  Average Daily Traffic: 11,889 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,197 (year 2041),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: LEV 6 NE TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.301,  Lanes on structure: 2,  Owner: Local 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: 8,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-783,  Location: NE CORNER TERM BLDG (Lat: 39.850528,  Lng: -104.672861),  Route carried "on" structure: Ramp City street ,  Year Built: 1993,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 8,065 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 8,952 (year 2041),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: LEV 5 NE TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.298,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-801,  Location: EAST OF NEW PARKING STR (Lat: 39.847478,  Lng: -104.670197),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 1,139 (year 2021),  Average Future Daily Traffic: 1,265 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT,  Facility Carried by Structure: SE 2ND LEVEL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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

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Structure Number: D-31-PB-802,  Location: BTWN SE GARAGES (Lat: 39.848039,  Lng: -104.672014),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 348 (year 2021),  Average Future Daily Traffic: 386 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVE.,  Facility Carried by Structure: SE 4/5TH LVL PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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

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Structure Number: D-31-PB-821A,  Location: SW CORNER TERM BLDG (Lat: 39.847778,  Lng: -104.675000),  Route carried "on" structure: Ramp City street ,  Year Built: 2014,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 6,216 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 6,900 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: LEV 5 SW TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.2m (115.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: December 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: D-31-PB-822A,  Location: SW CORNER TERM BLDG (Lat: 39.846975,  Lng: -104.674933),  Route carried "on" structure: Ramp City street ,  Year Built: 2014,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 8,129 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,023 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: LEV 6 SW TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.270,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: December 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: D-31-PB-823A,  Location: SW CORNER TERM BLDG (Lat: 39.847778,  Lng: -104.675556),  Route carried "on" structure: Ramp City street ,  Year Built: 2014,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 6,884 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,641 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: LEV 4 SW TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.357,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: December 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: D-31-PB-831,  Location: NW CORNER TERM BLDG (Lat: 39.850500,  Lng: -104.674919),  Route carried "on" structure: Ramp City street ,  Year Built: 1993,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 6,265 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 6,955 (year 2041),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: LEV 5 NW TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.932,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-832,  Location: NW CORNER TERM BLDG (Lat: 39.850528,  Lng: -104.675000),  Route carried "on" structure: Ramp City street ,  Year Built: 1993,  Status: Open,  Structure Length: 15.11m (49.57ft),  Average Daily Traffic: 8,004 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,885 (year 2041),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: LEV 6 NW TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.927,  Lanes on structure: 2,  Owner: Local 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: 8,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-833,  Location: NW CORNER TERM BLDG (Lat: 39.850528,  Lng: -104.675083),  Route carried "on" structure: Ramp City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 5,760 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,394 (year 2041),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: LEV 4 NW TERM RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.927,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing