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

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Structure Number: E-17-ABQ,  Location: 0.5 MI N. of 136th Ave. (Lat: 39.951278,  Lng: -104.818319),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,408 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,231 (year 2041),  Features Intersected: FULTON CANAL,  Facility Carried by Structure: S. 4th Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.093,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Very 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,  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: December 2021

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Structure Number: E-17-ADU,  Location: DENVER (Lat: 39.778242,  Lng: -104.905478),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 129,000 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 157,380 (year 2042),  Design Load: HL 93,  Features Intersected: DRIR,  Facility Carried by Structure: EBND I70 OFF RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.8m (143.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEC,  Location: I-270 TO I-70E ON RAMP (Lat: 39.776856,  Lng: -104.888547),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 2012,  Status: Open,  Structure Length: 12.64m (41.47ft),  Average Daily Traffic: 90,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 108,600 (year 2040),  Features Intersected: I70 EB RMP TO CENT PRK,  Facility Carried by Structure: I270 EB RMPTOI70EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.628,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.3m (158.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.64m (41.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  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-AED,  Location: CENT PRK RAMP TO I-70 W (Lat: 39.778150,  Lng: -104.887528),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 2012,  Status: Open,  Structure Length: 12.69m (41.63ft),  Average Daily Traffic: 90,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 108,600 (year 2040),  Features Intersected: I70 WB RMP TO I270,  Facility Carried by Structure: CNTPRK RMPTOWB I70
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 8.711,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.3m (158.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.69m (41.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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-AEL-1,  Location: Int of I70 and Columbine (Lat: 39.780139,  Lng: -104.954178),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 8,070 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: Greater than HL93,  Features Intersected: I 70 ML,  Facility Carried by Structure: COLUMBINE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.6 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEL-2,  Location: Int of I70 and Clayton (Lat: 39.780167,  Lng: -104.954211),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 5,970 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2029),  Design Load: Greater than HL93,  Features Intersected: I 70 ML,  Facility Carried by Structure: CLAYTON STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.827,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: Local Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.8m (114.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.6 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: 38.6 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEN,  Location: IN DENVER (Lat: 39.780083,  Lng: -104.953028),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 7.78m (25.52ft),  Average Daily Traffic: 5,970 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2023),  Design Load: HL 93,  Features Intersected: FUTURE I 70 ML,  Facility Carried by Structure: FILLMORE ST
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 0.512,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.1m (121.7ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.7 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEO,  Location: IN DENVER (Lat: 39.780389,  Lng: -104.950139),  Route carried "on" structure: City street 6H,  Year Built: 2020,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,800 (year 2040),  Design Load: HL 93,  Features Intersected: FUTURE I 70 ML,  Facility Carried by Structure: STEELE ST.
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.154,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: Local Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEP,  Location: IN DENVER (Lat: 39.779972,  Lng: -104.947500),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Not yet open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HL 93,  Features Intersected: I70 ML,  Facility Carried by Structure: COOK STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.0 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 desirable 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AER,  Location: DENVER (Lat: 39.778639,  Lng: -104.900611),  Route carried "on" structure: Interstate 70A,  Year Built: 2011,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 136,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 163,000 (year 2041),  Features Intersected: SAND CREEK,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 449.889,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEU,  Location: IN DENVER (Lat: 39.780206,  Lng: -104.967233),  Route carried "on" structure: Interstate 70A,  Year Built: 2021,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 173,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 207,254 (year 2041),  Design Load: HL 93,  Features Intersected: BRIGHTON BLVD,  Facility Carried by Structure: I70 ML
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 442.811,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 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: 41.1 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEY,  Location: IN DENVER (Lat: 39.779972,  Lng: -104.959333),  Route carried "on" structure: State highway ,  Year Built: 2021,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 5,970 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,761 (year 2040),  Design Load: HL 93,  Features Intersected: I70 ML,  Facility Carried by Structure: YORK STREET
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.4m (96.5ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AEZ,  Location: IN DENVER (Lat: 39.780083,  Lng: -104.958222),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,970 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2023),  Design Load: HL 93,  Features Intersected: FUTURE I 70 ML,  Facility Carried by Structure: JOSEPHINE ST.
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.813,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.5m (93.5ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AF,  Location: DENVER (Lat: 39.780403,  Lng: -104.977772),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1962,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 146,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 173,740 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: 47TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,381,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,071,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E-17-AFC,  Location: DENVER (Lat: 39.780361,  Lng: -104.945250),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 7.27m (23.85ft),  Average Daily Traffic: 5,970 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2023),  Design Load: HL 93,  Features Intersected: FUTURE I 70 ML,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 8.11m (26.61ft),  Kilometerpoint: 446.044,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.1m (118.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.8 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFD,  Location: IN DENVER (Lat: 39.779889,  Lng: -104.941194),  Route carried "on" structure: State highway 2A,  Year Built: 2020,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 57,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,900 (year 2041),  Design Load: HL 93,  Features Intersected: I70 ML,  Facility Carried by Structure: SH 2 COLO. BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.090,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.2m (112.2ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.8 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFF,  Location: DENVER (Lat: 39.780194,  Lng: -104.931806),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 72,500 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 87,725 (year 2040),  Design Load: HL 93,  Features Intersected: DAHLIA STREET,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 447.209,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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: 38.9 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 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFG,  Location: DENVER (Lat: 39.780056,  Lng: -104.931667),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 72,500 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 87,725 (year 2040),  Design Load: HL 93,  Features Intersected: DAHLIA STREET,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 447.209,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 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: 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 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFH,  Location: DENVER (Lat: 39.778556,  Lng: -104.922472),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 67,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,773 (year 2040),  Design Load: HL 93,  Features Intersected: HOLLY STREET,  Facility Carried by Structure: I70 ML WBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 448.032,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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: 38.9 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 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFI,  Location: DENVER (Lat: 39.778417,  Lng: -104.922472),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 67,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,773 (year 2040),  Design Load: HL 93,  Features Intersected: HOLLY STREET,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 448.035,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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: 38.9 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 desirable 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFJ,  Location: DENVER (Lat: 39.778417,  Lng: -104.912889),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 134,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 163,547 (year 2040),  Design Load: HL 93,  Features Intersected: MONACO STREET,  Facility Carried by Structure: I70 ML WBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 448.822,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 28.5m (93.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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: 38.9 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 desirable 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFK,  Location: DENVER (Lat: 39.778306,  Lng: -104.912861),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 74,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 90,280 (year 2041),  Design Load: HL 93,  Features Intersected: MONACO STREET,  Facility Carried by Structure: I70 ML EBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 447.462,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 28.5m (93.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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: 38.9 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 desirable 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFN,  Location: DENVER (Lat: 39.778528,  Lng: -104.907500),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 74,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,540 (year 2040),  Design Load: HL 93,  Features Intersected: DRIR,  Facility Carried by Structure: I70 ML WBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 449.310,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 40.7m (133.5ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.9m (127.6ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFO,  Location: DENVER (Lat: 39.778361,  Lng: -104.907250),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 67,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,540 (year 2040),  Design Load: HL 93,  Features Intersected: DRIR,  Facility Carried by Structure: I70 ML EBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 447.977,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 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: 48.6 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 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFQ,  Location: DENVER (Lat: 39.778619,  Lng: -104.903817),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 74,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,540 (year 2040),  Design Load: HL 93,  Features Intersected: SH 35 ML,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 449.615,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 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: 48.6 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 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFR,  Location: DENVER (Lat: 39.778125,  Lng: -104.903819),  Route carried "on" structure: Interstate 70A,  Year Built: 2020,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 74,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 90,280 (year 2041),  Design Load: HL 93,  Features Intersected: SH 35 ML,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 449.615,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFS,  Location: DENVER (Lat: 39.778750,  Lng: -104.897556),  Route carried "on" structure: Ramp Interstate 270A,  Year Built: 2019,  Status: Open,  Structure Length: 18.99m (62.30ft),  Average Daily Traffic: 73,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 92,000 (year 2041),  Design Load: HL 93,  Features Intersected: I 70 ML,  Facility Carried by Structure: I 270 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.809,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 64.8m (212.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.58m (34.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFT,  Location: IN DENVER (Lat: 39.774222,  Lng: -104.847344),  Route carried "on" structure: Interstate 21,  Year Built: 2020,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 217,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 271,250 (year 2038),  Design Load: HL 93,  Features Intersected: PEORIA STREET,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.467,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-AFU,  Location: IN DENVER (Lat: 39.774056,  Lng: -104.847344),  Route carried "on" structure: Interstate 22,  Year Built: 2020,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 217,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 271,250 (year 2038),  Design Load: HL 93,  Features Intersected: PEORIA STREET,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.471,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-HB,  Location: AT JCT I-76 (Lat: 39.845850,  Lng: -104.924058),  Route carried "on" structure: US 6H,  Year Built: 1967,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 76 ML,  Facility Carried by Structure: SH 6 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.997,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Other Special 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-HD,  Location: ON QUEBEC, 0.1 MI N I70 (Lat: 39.781011,  Lng: -104.902428),  Route carried "on" structure: State highway 35B,  Year Built: 1962,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 10.10m (33.14ft),  Average Daily Traffic: 60,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 81,780 (year 2031),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.521,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,306,000,  Roadway Improvement Cost: $531,000,  Total Project Cost: $7,959,000,  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-NB,  Location: 0.6 MI W OF JCT I 25 (Lat: 39.827394,  Lng: -104.987636),  Route carried "on" structure: US 36B,  Year Built: 1986,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 144,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 180,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 224 ML/BRDWY.,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.795,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-NT,  Location: JUST EAST OF MOUSETRAP (Lat: 39.779450,  Lng: -104.986044),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1991,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 78,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,630 (year 2040),  Design Load: HS 20,  Features Intersected: LINCOLN STREET,  Facility Carried by Structure: RAMP/I 70 ML EBND
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.557,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-NU,  Location: JUST EAST OF MOUSETRAP (Lat: 39.779814,  Lng: -104.986022),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1991,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 78,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,630 (year 2040),  Design Load: HS 20,  Features Intersected: LINCOLN STREET,  Facility Carried by Structure: RAMP/I 70 ML WBND
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.972,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-PB,  Location: IN DENVER(MOUSETRAP) (Lat: 39.780547,  Lng: -104.988053),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1993,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 78,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,630 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO I-25 SBND R,  Facility Carried by Structure: RMP/I25NB TO I70WB
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 1.152,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 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-PC,  Location: MOUSETRAP IN DENVER (Lat: 39.781150,  Lng: -104.991242),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1993,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 60,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,785 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO I 70 WBND R,  Facility Carried by Structure: RAMP TO I 70 EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.312,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-PD,  Location: IN DENVER (Lat: 39.779025,  Lng: -104.990189),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1993,  Status: Open,  Structure Length: 25.69m (84.28ft),  Average Daily Traffic: 60,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,785 (year 2040),  Design Load: HS 20,  Features Intersected: I 25 ML, RAMPS R,  Facility Carried by Structure: RAMP TO I 70 EBND
Minimum Vertical Clearance: 7.83m (25.69ft),  Kilometerpoint: 0.198,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 62.8m (206.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing