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

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Structure Number: LONG-DRYCR-BENT,  Location: 0.1 Mi So of Bent Way (Lat: 40.148083,  Lng: -105.133222),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,694 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,633 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Creek No. 1,  Facility Carried by Structure: Dry Creek Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  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: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

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: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-E5TH-FOX,  Location: 0.1 Mi East of Fox St (Lat: 40.167000,  Lng: -105.077917),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,405 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,686 (year 2041),  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: E 5th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.279,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: January 2021

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Structure Number: LONG-E9TH-ALP-A,  Location: 100 ft E of Alpine Street (Lat: 40.173881,  Lng: -105.081886),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 15,191 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,229 (year 2041),  Design Load: HS 20,  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: E 9th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.142,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 26.9m (88.3ft)

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,  Deck Geometry: 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: January 2021

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Structure Number: LONG-FORD-QUAIL,  Location: 0.3 Mi So of Nelson Road (Lat: 40.148417,  Lng: -105.140361),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 2,390 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,868 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Fordham Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.016,  Lanes on structure: 3,  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: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: LONG-GRAND-CLBN,  Location: 0.4 Mi So of Nelson Rd (Lat: 40.146889,  Lng: -105.164139),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 4,052 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,862 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Grandview Meadow D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: LONG-HARD-NSHOR,  Location: 50 Ft So. of N. Shore Dr. (Lat: 40.193000,  Lng: -105.138278),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,204 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,845 (year 2041),  Design Load: HS 20,  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: Harvard Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.405,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: January 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: LONG-HOVER-20TH,  Location: 100 Ft S of 20th Street (Lat: 40.192975,  Lng: -105.130769),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 34,077 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,892 (year 2041),  Design Load: HS 20,  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: Hover Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.977,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: LONG-HOVER-3RD,  Location: 100 Ft S of 3rd Avenue (Lat: 40.166194,  Lng: -105.130972),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 46,928 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,314 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain River,  Facility Carried by Structure: Hover Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.085,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: LONG-HOVER-NEL,  Location: 0.2 Mi S of Nelson Road (Lat: 40.149139,  Lng: -105.130917),  Route carried "on" structure: City street ,  Year Built: 1985,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 38,578 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,294 (year 2041),  Features Intersected: Dry Creek No. 1,  Facility Carried by Structure: Hover Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.196,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Out-to-Out Width: 39.5m (129.6ft)

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

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Structure Number: LONG-KEN-MART,  Location: 0.2 MI S Ken Pratt Blvd (Lat: 40.150778,  Lng: -105.092694),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 4,745 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,694 (year 2041),  Features Intersected: Left Hand Creek,  Facility Carried by Structure: Martin Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LONG-MART-KEN,  Location: 0.1 Mi N of SH119 (Lat: 40.154417,  Lng: -105.092972),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 14,863 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,836 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Saint Vrain River,  Facility Carried by Structure: Martin Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: LONG-MTNDR-NEL,  Location: 200 ft S. of Four Leaf Dr (Lat: 40.147500,  Lng: -105.174278),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,495 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,794 (year 2041),  Design Load: HL 93,  Features Intersected: Clover Basin Ditch,  Facility Carried by Structure: Mountain Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.102,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 35.6 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: 29.2 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: Equal 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: January 2021

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Structure Number: LONG-OLYM-BOISE,  Location: 200 feet E of Boise Court (Lat: 40.199417,  Lng: -105.078833),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,697 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,036 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Gulch,  Facility Carried by Structure: Olympia Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.270,  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: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 61.0 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: January 2021

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Structure Number: LONG-PACE-WYDMR,  Location: .15 Mi. N of Wyndemere (Lat: 40.196167,  Lng: -105.074250),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 11,254 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,505 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Gulch,  Facility Carried by Structure: Pace Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.727,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: LONG-PIKE-HOVER,  Location: 0.2 Mi E of Sunset St (Lat: 40.138000,  Lng: -105.117222),  Route carried "on" structure: City street ,  Year Built: 1994,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 11,854 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,225 (year 2040),  Design Load: HS 20,  Features Intersected: Left Hand Creek,  Facility Carried by Structure: Pike Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 46.9m (153.9ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: LONG-PRAPK-1ST,  Location: 0.2 Mi N of Boston Ave (Lat: 40.159972,  Lng: -105.106972),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 15,338 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,406 (year 2041),  Design Load: HS 20,  Features Intersected: BNRR and 1st Avenue,  Facility Carried by Structure: Pratt Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.806,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.4m (86.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,384,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $1,523,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-PRAPK-BOSA,  Location: 250 Ft S of Boston Ave (Lat: 40.156844,  Lng: -105.106797),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 16,236 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,483 (year 2041),  Design Load: HL 93,  Features Intersected: St Vrain Creek,  Facility Carried by Structure: S. Pratt Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: January 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: LONG-PRAPK-MISA,  Location: At Missouri Avenue (Lat: 40.144694,  Lng: -105.106278),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,071 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,085 (year 2040),  Design Load: HS 20,  Features Intersected: Left Hand Creek,  Facility Carried by Structure: S Pratt Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.185,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 5.6m (18.4ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-PRICE-FLO,  Location: S. Sunset St and Hwy 11 (Lat: 40.149611,  Lng: -105.121556),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,322 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,986 (year 2041),  Features Intersected: Dry Creek,  Facility Carried by Structure: Price/Frontage Rds
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.109,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 9 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: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 304.8m (1,000.0ft)

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: January 2021

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Structure Number: LONG-ROGR-AIRRD,  Location: 0.25 Mi W of Airport Rd (Lat: 40.159694,  Lng: -105.157944),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 93 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 112 (year 2041),  Design Load: HS 20,  Features Intersected: Lykin Gulch,  Facility Carried by Structure: Rogers Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 34.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: January 2021

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Structure Number: LONG-SBOW-MIS,  Location: At Missouri Ave (Lat: 40.141694,  Lng: -105.112139),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,930 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,316 (year 2040),  Features Intersected: Left Hand Creek,  Facility Carried by Structure: South Bowen Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.365,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-SNST-CRKSD,  Location: 200 ft N of Creekside Dr (Lat: 40.134750,  Lng: -105.121472),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,674 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,009 (year 2040),  Design Load: HS 20,  Features Intersected: Left Hand Creek,  Facility Carried by Structure: South Sunset St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 91.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: LONG-SPEN-21ST,  Location: 50 Ft So of 20th St (Lat: 40.193111,  Lng: -105.125778),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,320 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,584 (year 2041),  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: Spencer Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.477,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 1.0m (3.3ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-SUNS-BOST,  Location: 0.1 S Boston Ave (Lat: 40.161167,  Lng: -105.121333),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 7,632 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,158 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Saint Vrain Creek,  Facility Carried by Structure: Sunset Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.176,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LONG-SUNS-KORT,  Location: 20 Ft SW of Korte Way (Lat: 40.149694,  Lng: -105.123111),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 528 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 634 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Sunset Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: WEL001.0-020.5A,  Location: 0.3 Mi N of Co Rd 20.5 (Lat: 40.144872,  Lng: -105.055311),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,867 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,440 (year 2041),  Design Load: HS 20,  Features Intersected: Big Dry Creek,  Facility Carried by Structure: County Road 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.389,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.8 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: 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: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL020.5-003.0B,  Location: 1.8 Mi E of Co Rd 1 (Lat: 40.138889,  Lng: -105.020278),  Route carried "on" structure: County highway ,  Year Built: 1978,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 7,324 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,400 (year 2041),  Design Load: HS 20,  Features Intersected: Boulder Creek,  Facility Carried by Structure: County Road 20.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 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: June 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-PRAPK-1ST,  Location: 0.2 Mi N of Boston Ave (Lat: 40.159972,  Lng: -105.106972),  Route carried "under" structure: ServiceCity street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 13,813 (year 2007),  Truck Traffic: 2%,  Features Intersected: BNRR and 1st Avenue,  Facility Carried by Structure: Pratt Parkway
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)