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

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Structure Number: ADA030-027.2134,  Location: 0.1 MI S OF US HWY 36 (Lat: 39.754672,  Lng: -104.488983),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10 (year 2021),  Average Future Daily Traffic: 14 (year 2041),  Design Load: HS 20,  Features Intersected: LOST CREEK TRIBUTARY,  Facility Carried by Structure: SCHUMAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.670,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: ADA088-27.5N131,  Location: 0.5 MI WEST OF MANILA RD (Lat: 39.854778,  Lng: -104.537781),  Route carried "on" structure: County highway ,  Year Built: 1983,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,341 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,743 (year 2041),  Design Load: HL 93,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: 88TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.843,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: ADA088-28.9N129,  Location: 0.9 MI E OF MANILA RD (Lat: 39.854297,  Lng: -104.507989),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,315 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,710 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CREEK TRIB,  Facility Carried by Structure: 88TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.431,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: ADA25N-072.6132,  Location: 1.4 MI SOUTH OF 88TH AVE (Lat: 39.835461,  Lng: -104.583322),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,895 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,463 (year 2041),  Features Intersected: BEAR GULCH,  Facility Carried by Structure: IMBODEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.617,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFCOCRWU8511,  Location: 0.2 miles North of Southg (Lat: 39.701472,  Lng: -104.769417),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 3,400 (year 2014),  Average Future Daily Traffic: 3,600 (year 2034),  Features Intersected: EAST TOLLGATE CREEK,  Facility Carried by Structure: ASPEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Air Force,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $60,000

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Structure Number: ARA 30-20.5,  Location: 2.5 MILES E OF SH 30 (Lat: 39.638308,  Lng: -104.671494),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,573 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,359 (year 2041),  Features Intersected: SENAC CREEK,  Facility Carried by Structure: COUNTY ROAD 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.076,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: ARA 30-21.8,  Location: 2.2 MI W OF WATKINS RD (Lat: 39.638433,  Lng: -104.642797),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 3,573 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,359 (year 2041),  Features Intersected: COAL CREEK,  Facility Carried by Structure: COUNTY ROAD 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.542,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: ARA 73-4.9,  Location: 0.2 MI S of QUINCY AVE (Lat: 39.636056,  Lng: -104.716306),  Route carried "on" structure: City street _,  Year Built: 2021,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 21,850 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,405 (year 2041),  Design Load: HL 93,  Features Intersected: TOLL GATE CREEK,  Facility Carried by Structure: S GUN CLUB RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 41.6m (136.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.4 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AUR-04.5-G.4,  Location: 0.1 MI E OF FITZSIMMONS P (Lat: 39.744722,  Lng: -104.826950),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 18.32m (60.10ft),  Average Daily Traffic: 16,966 (year 2021),  Average Future Daily Traffic: 22,056 (year 2041),  Design Load: HS 20,  Features Intersected: TOLL GATE CREEK,  Facility Carried by Structure: 17TH PLACE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.039,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AUR-04.5-G.5,  Location: 0.3 MI N OF COLFAX AVE (Lat: 39.744739,  Lng: -104.825344),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 10,438 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,570 (year 2041),  Design Load: HS 20,  Features Intersected: I-225,  Facility Carried by Structure: 17TH PLACE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.235,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.9m (88.3ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AUR01.3-S.,  Location: 1.3 MI NORTH OF SMITH RD (Lat: 39.767222,  Lng: -104.734606),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,433 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,463 (year 2041),  Features Intersected: FIRST CREEK,  Facility Carried by Structure: PICADILLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.615,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AUR01.5-F0.4,  Location: 0.25 MI E OF SCRANTON (Lat: 39.765692,  Lng: -104.833383),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,787 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,323 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Out-to-Out Width: 54.6m (179.1ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: AUR01.9-AE.,  Location: .6 MI N OF 26TH AVENUE (Lat: 39.762367,  Lng: -104.621681),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 993 (year 2021),  Average Future Daily Traffic: 1,291 (year 2041),  Design Load: HS 20,  Features Intersected: COYOTE RUN,  Facility Carried by Structure: HUDSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.340,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AUR01.9-E.,  Location: PEORIA and BARANMOR PKWY (Lat: 39.762433,  Lng: -104.846825),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 25,984 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,779 (year 2041),  Design Load: HL 93,  Features Intersected: BARANMOR DITCH,  Facility Carried by Structure: PEORIA STREET
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.011,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 135.6m (444.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2021

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Structure Number: AUR01.9-E.3-A,  Location: JUST N OF BARANMOOR PKWY (Lat: 39.762628,  Lng: -104.844503),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 332 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 432 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: QUENTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: AUR02.7-E.,  Location: 0.1 MI N OF MONTVIEW BLVD (Lat: 39.756703,  Lng: -104.846917),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 33,268 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,249 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: PEORIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.317,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.3m (99.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: AUR02.7-H.,  Location: JUST NORTH OF 28TH AVE (Lat: 39.756614,  Lng: -104.819433),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 9,902 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,873 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SABLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.460,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: AUR03.1-J.,  Location: JUST SOUTH OF 28TH AVE (Lat: 39.753708,  Lng: -104.810047),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 11,649 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,144 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.678,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.45m (24.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AUR03.3-T.5,  Location: 0.2 MI W of E-470 (Lat: 39.748858,  Lng: -104.720728),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 2,886 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,751 (year 2041),  Features Intersected: FIRST CREEK,  Facility Carried by Structure: SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.022,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 23.9m (78.4ft)

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: November 2021

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Structure Number: AUR03.5-A.5,  Location: 17TH AVE AND BEELER ST (Lat: 39.743786,  Lng: -104.880978),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 1,409 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,832 (year 2041),  Design Load: HS 20,  Features Intersected: WESTERLY GULCH,  Facility Carried by Structure: 17TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.311,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: AUR03.5-N.,  Location: JUST S OF 22ND PL (Lat: 39.750236,  Lng: -104.772406),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 14,612 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,995 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: TOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.8m (9.2ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: October 2021

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Structure Number: AUR03.6-H.2,  Location: JUST S OF 23RD AVE (Lat: 39.750919,  Lng: -104.819444),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 9,528 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,386 (year 2041),  Design Load: HS 20,  Features Intersected: SABLE DITCH,  Facility Carried by Structure: SABLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.852,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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 48 months,  Inspection Date: October 2019

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Structure Number: AUR03.6-H.3,  Location: E OF SABLE AND S OF 23R (Lat: 39.750111,  Lng: -104.817033),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 136 (year 2021),  Average Future Daily Traffic: 177 (year 2041),  Features Intersected: SABLE DITCH,  Facility Carried by Structure: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.094,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: October 2021

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Structure Number: AUR03.6-H.4,  Location: W OF CHAMBERS & S OF (Lat: 39.749914,  Lng: -104.815825),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 74 (year 2021),  Average Future Daily Traffic: 97 (year 2041),  Features Intersected: SABLE DITCH,  Facility Carried by Structure: ELKHART STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.071,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.9 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: 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: October 2021

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Structure Number: AUR03.7-H.6,  Location: 2 BLOCKS WEST OF CHAMBERS (Lat: 39.749097,  Lng: -104.813325),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 462 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 601 (year 2041),  Features Intersected: SABLE DITCH,  Facility Carried by Structure: 22ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.121,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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: October 2021

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Structure Number: AUR03.7-M.7,  Location: 0.1 MI WEST OF TOWER RD (Lat: 39.749167,  Lng: -104.774764),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,442 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,875 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: 22ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.426,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.5m (70.5ft)

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: October 2021

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Structure Number: AUR03.9-K.99,  Location: 0.5 MI NORTH OF COLFAX (Lat: 39.747894,  Lng: -104.791378),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 16,295 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,184 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SB AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: AUR03.9-L.01,  Location: 0.5 MI NORTH OF COLFAX (Lat: 39.747889,  Lng: -104.791181),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 16,295 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,184 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: NB AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.4m (96.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.27m (23.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: AUR03.9-R.,  Location: AIRPORT BLVD OVER I-70 (Lat: 39.765800,  Lng: -104.791100),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 25,514 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,168 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-70,  Facility Carried by Structure: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 44.8m (147.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AUR04.0-A.5,  Location: 0.26 MI E OF YOSEMITE (Lat: 39.747447,  Lng: -104.879939),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 10,906 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,177 (year 2041),  Design Load: HL 93,  Features Intersected: WESTERLY CREEK,  Facility Carried by Structure: WB MONTVIEW BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.216,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AUR04.0-H.7,  Location: INT MONTVIEW AND FRASER (Lat: 39.747292,  Lng: -104.812336),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 1,830 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,380 (year 2041),  Features Intersected: SABLE DITCH,  Facility Carried by Structure: MONTVIEW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.392,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: AUR04.02-A.5,  Location: 0.26 MI E OF YOSEMITE ST. (Lat: 39.747311,  Lng: -104.879872),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 10,147 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,191 (year 2041),  Features Intersected: WESTERLY CREEK,  Facility Carried by Structure: EB MONTVIEW BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.222,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AUR04.2-J.,  Location: 0.1 MI N OF 18TH STREET (Lat: 39.746097,  Lng: -104.809856),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 9,547 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,411 (year 2041),  Features Intersected: SABLE DITCH,  Facility Carried by Structure: CHAMBERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.875,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.4m (7.9ft),  Out-to-Out Width: 72.5m (237.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: AUR04.5-G.2,  Location: Just E OF FITZSIMONS PY (Lat: 39.743400,  Lng: -104.827272),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 1,325 (year 2021),  Average Future Daily Traffic: 1,616 (year 2041),  Design Load: HS 20,  Features Intersected: TOLLGATE CREEK,  Facility Carried by Structure: 17th AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: AUR04.6-K.,  Location: .25 MI N OF COLFAX (Lat: 39.742544,  Lng: -104.800408),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,975 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,767 (year 2041),  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: LAREDO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: AUR04.7-J.5,  Location: .2 MI N OF COLFAX (Lat: 39.742161,  Lng: -104.805261),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,809 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,351 (year 2041),  Features Intersected: SABLE DITCH,  Facility Carried by Structure: JASPER / BATAVIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Out-to-Out Width: 107.1m (351.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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: October 2021

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Structure Number: AUR06.8-J.1,  Location: JUST EAST OF CHAMBERS RD (Lat: 39.728392,  Lng: -104.809342),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 396 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 484 (year 2041),  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: 7TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.058,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AUR07.0-H.,  Location: JUST N of 6TH AVE (Lat: 39.725797,  Lng: -104.819328),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 2,330 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,843 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: DILLON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AUR07.0-Q.2,  Location: 0.2 MI E OF SH30 (Lat: 39.725208,  Lng: -104.753661),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 20.84m (68.37ft),  Average Daily Traffic: 7,470 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,114 (year 2041),  Design Load: HL 93,  Features Intersected: SAND CREEK,  Facility Carried by Structure: STEPHEN D HOGAN PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.083,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.6 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: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AUR07.0-X.5,  Location: .3 MI W OF POWHATON (Lat: 39.725514,  Lng: -104.683692),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 2,784 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,396 (year 2041),  Design Load: HS 20,  Features Intersected: ADONEA TRIBUTARY,  Facility Carried by Structure: E 6th AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.778,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 91.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2021

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Structure Number: AUR07.5-X.6,  Location: EAST OF N NEWBERN WAY (Lat: 39.721914,  Lng: -104.683006),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 966 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,179 (year 2041),  Design Load: HS 20,  Features Intersected: ADONEA TRIBUTARY,  Facility Carried by Structure: 3RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.686,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 69.0 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: 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: November 2021

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Structure Number: AUR07.6-E.0A,  Location: 0.5 MI S OF 6TH AVE (Lat: 39.721539,  Lng: -104.847147),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 13,515 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,488 (year 2041),  Design Load: HS 20,  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: PEORIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.020,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up