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

Find on map >>   Show street view

Structure Number: BC-10-3.1-SV,  Location: 1.0 Mi W of Co Rd 31 (Lat: 40.188739,  Lng: -105.197464),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 1,489 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,787 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain Creek,  Facility Carried by Structure: Hygiene Rd (Cr 10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.675,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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: 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

Find on map >>   Show street view

Structure Number: BC-18-0.1-SV1,  Location: 0.1 Mi E of Co Rd 15 (Lat: 40.158708,  Lng: -105.117250),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 9,635 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,562 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain Creek,  Facility Carried by Structure: Boston Ave (Cr 18)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.352,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: BC-19-1.5-ID1,  Location: 0.5 Mi N of Woodland (Lat: 40.239233,  Lng: -105.131100),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 3,398 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,078 (year 2041),  Design Load: HS 20,  Features Intersected: Highland Ditch,  Facility Carried by Structure: N. 95th St (CR10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.599,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BC-19-9.0-LT-A,  Location: .4 Mi S of SH 119 (Lat: 40.134117,  Lng: -105.130847),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 12,937 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,524 (year 2041),  Design Load: HS 20,  Features Intersected: Left Hand Creek,  Facility Carried by Structure: N. 95th St (CR19)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.7m (97.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: BC-20-3.3-ID,  Location: 1.0 Mi W of Co Rd 39 (Lat: 40.152300,  Lng: -105.225150),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,242 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,890 (year 2041),  Design Load: HS 20,  Features Intersected: Boulder Feeder Ditch,  Facility Carried by Structure: Nelson Rd (Cr 20)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.179,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $186,000 ( Estimate for 2019),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BC-23-1.9-LTH-B,  Location: 1.8 Mi N of Woodland (Lat: 40.257639,  Lng: -105.159306),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 2,843 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,412 (year 2041),  Features Intersected: Little Thompson River,  Facility Carried by Structure: 83rd St (CO Rd 23)
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.934,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: 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,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: BC-24-0.3-ID1,  Location: 0.3 Mi E of Co Rd 57 (Lat: 40.134233,  Lng: -105.219803),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 309 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 371 (year 2041),  Design Load: HS 20,  Features Intersected: Boulder Feeder Ditch,  Facility Carried by Structure: Prospect Road CR24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.513,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BC-25-4.7-LT1,  Location: 50 Ft N of St Hwy 119 (Lat: 40.123694,  Lng: -105.149839),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 13,341 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,009 (year 2041),  Design Load: HS 20,  Features Intersected: Left Hand Creek,  Facility Carried by Structure: Airport Road CR25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.041,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: BC-3-2.3-IDA,  Location: 0.95 Mi N of Vermillion R (Lat: 40.231256,  Lng: -105.083550),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 502 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 602 (year 2041),  Design Load: HL 93,  Features Intersected: Highland Ditch,  Facility Carried by Structure: N 115th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 69.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: BC-3-7.5-SV1,  Location: 0.5 Mi N of Co Rd 20 (Lat: 40.152744,  Lng: -105.074186),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 3,389 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,067 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain Creek,  Facility Carried by Structure: N. 119th St (Cr 3)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  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: 18.1m (59.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: BC-3-8.1-DR2,  Location: 0.9 Mi S of SH119 (Lat: 40.142250,  Lng: -105.074181),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,775 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,330 (year 2041),  Design Load: HL 93,  Features Intersected: Dry Creek No 2,  Facility Carried by Structure: Co Rd 3 / 119th S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.705,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 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: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: BC-31-3.9A-SV,  Location: 0.6 Mi S of Co Rd 10 (Lat: 40.177286,  Lng: -105.178139),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 8,514 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,217 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain Creek,  Facility Carried by Structure: County Road 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.155,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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

Find on map >>   Show street view

Structure Number: BC-35-0.2-SV1,  Location: 0.2 Mi S of Co Rd 10 (Lat: 40.186603,  Lng: -105.191075),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 219 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 263 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain Creek,  Facility Carried by Structure: County Road 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.774,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 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: Better than 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

Find on map >>   Show street view

Structure Number: BC-39-9.0-LG,  Location: 0.8 Mi N of Nelson Rd (Lat: 40.164636,  Lng: -105.201956),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,338 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,606 (year 2041),  Features Intersected: LYKINS GULCH,  Facility Carried by Structure: Co Rd 39 (65th St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  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: 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: January 2021

Find on map >>   Show street view

Structure Number: BC-4-1.3-ID,  Location: 1.3 Mi E of 75th Street (Lat: 40.232303,  Lng: -105.152733),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,426 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,711 (year 2041),  Design Load: HS 20,  Features Intersected: Highland Ditch,  Facility Carried by Structure: Woodland Rd (CR4)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.128,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

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: 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

Find on map >>   Show street view

Structure Number: BC-901-22.1-SVA,  Location: .5 mi south of SH119 (Lat: 40.151608,  Lng: -105.055278),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 8.52m (27.95ft),  Average Daily Traffic: 13,065 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,678 (year 2041),  Design Load: HL 93,  Features Intersected: ST VRAIN CREEK,  Facility Carried by Structure: County Road 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.317,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: D-16-AU,  Location: 3.6 MI N OF JCT SH 52 (Lat: 40.126636,  Lng: -105.144786),  Route carried "on" structure: State highway 119B,  Year Built: 1975,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,260 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LEFT HAND CREEK,  Facility Carried by Structure: SH 119 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.297,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: D-16-BC,  Location: 2.1 MI NO OF JCT SH 66 (Lat: 40.234069,  Lng: -105.102081),  Route carried "on" structure: US 287C,  Year Built: 1999,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,900 (year 2040),  Design Load: HS 20,  Features Intersected: HIGHLAND DITCH,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.497,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Out-to-Out Width: 53.9m (176.8ft)

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: November 2021

Find on map >>   Show street view

Structure Number: D-16-DN,  Location: 2.7 MI NO OF JCT SH 52 (Lat: 40.132383,  Lng: -105.102383),  Route carried "on" structure: US 287C,  Year Built: 1990,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,960 (year 2040),  Design Load: HS 20,  Features Intersected: DRY CREEK,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.204,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: D-16-DV,  Location: 3.6 MI NE OF SH 52 (Lat: 40.152289,  Lng: -105.090758),  Route carried "on" structure: State highway 119B,  Year Built: 2003,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,880 (year 2040),  Design Load: HL 93,  Features Intersected: LEFT HAND CREEK,  Facility Carried by Structure: SH 119 ML, E.Bnd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.275,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.1 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: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: D-16-DW,  Location: 3.6 MI NE OF SH 52 (Lat: 40.152503,  Lng: -105.090672),  Route carried "on" structure: State highway 119B,  Year Built: 2003,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,880 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LEFTHAND CREEK,  Facility Carried by Structure: SH 119 ML, W.Bnd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.283,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: D-16-DX,  Location: NEAR LONGMONT (Lat: 40.153481,  Lng: -105.077342),  Route carried "on" structure: State highway 119B,  Year Built: 2003,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,440 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ST VRAIN RIVER,  Facility Carried by Structure: SH 119 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.7m (143.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: D-16-DY,  Location: NEAR LONGMONT (Lat: 40.153569,  Lng: -105.077597),  Route carried "on" structure: State highway 119B,  Year Built: 2003,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,440 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ST. VRAIN RIVER,  Facility Carried by Structure: SH 119 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.435,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.7m (143.4ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: D-16-DZ,  Location: IN LONGMONT (Lat: 40.158775,  Lng: -105.067492),  Route carried "on" structure: State highway 119B,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLIGARCHY DITCH,  Facility Carried by Structure: SH 119 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  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-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: D-16-EC,  Location: IN LONGMONT (Lat: 40.155556,  Lng: -105.102444),  Route carried "on" structure: US 287C,  Year Built: 2016,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,160 (year 2040),  Design Load: HL 93,  Features Intersected: ST VRAIN CREEK,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.779,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.8 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: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: D-16-N,  Location: 3.6 MI NE OF JCT SH 52 (Lat: 40.126603,  Lng: -105.143775),  Route carried "on" structure: State highway 119B,  Year Built: 1959,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,260 (year 2040),  Design Load: HS 15,  Features Intersected: LEFT HAND CREEK,  Facility Carried by Structure: SH 119 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.351,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $244,000 ( Estimate for 2015),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: LONG-15TH-LAMP,  Location: 100 Ft W of Lamplighte Dr (Lat: 40.184944,  Lng: -105.091750),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 574 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 689 (year 2041),  Design Load: HS 20,  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: 15th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.095,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: LONG-17TH-WHTHL,  Location: 750 Ft E of Whitehall Dr (Lat: 40.188814,  Lng: -105.064178),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 11,504 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,805 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Gulch,  Facility Carried by Structure: 17th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.757,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 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: 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

Find on map >>   Show street view

Structure Number: LONG-21ST-VIV,  Location: 300 Ft. E of Daley Dr. (Lat: 40.195806,  Lng: -105.120028),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 4,241 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,089 (year 2041),  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: 21st Ave Eastbound
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.325,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $123,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: LONG-3RD-PACEST,  Location: At Pace Street (Lat: 40.162778,  Lng: -105.074167),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 20,273 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,328 (year 2041),  Design Load: HS 20,  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: 3rd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.875,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Out-to-Out Width: 56.8m (186.4ft)

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

Find on map >>   Show street view

Structure Number: LONG-3RDEB-GWRR,  Location: .15 Mi W of Jct 119 (Lat: 40.160889,  Lng: -105.069444),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 9,544 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,453 (year 2041),  Design Load: HS 20,  Features Intersected: GW RR,  Facility Carried by Structure: 3rd Ave. EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.327,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: LONG-3RDWB-GWRR,  Location: .15 Mi W of Jct 119 (Lat: 40.161000,  Lng: -105.069222),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 11,442 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,730 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GW RR,  Facility Carried by Structure: 3rd Ave WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.340,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  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

Find on map >>   Show street view

Structure Number: LONG-AIRPT-BUCK,  Location: 0.1 Mi N of Buckthorn Dr. (Lat: 40.147889,  Lng: -105.152833),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 14,819 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,783 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  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: 2.3m (7.5ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 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

Find on map >>   Show street view

Structure Number: LONG-AIRRD-ROGR,  Location: 500 ft N of Rogers Road (Lat: 40.159722,  Lng: -105.154583),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 18,201 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,841 (year 2041),  Design Load: HS 20,  Features Intersected: Lykins Gulch,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: LONG-AIRRD-SVRD,  Location: 0.2 Mi N of St Vrain Rd (Lat: 40.170083,  Lng: -105.154639),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 17,807 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,368 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain River Overflow,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.084,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 3.5m (11.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

Find on map >>   Show street view

Structure Number: LONG-AIRRD_9TH,  Location: 600 Ft. S of 9th Ave. (Lat: 40.172083,  Lng: -105.154611),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 6.75m (22.15ft),  Average Daily Traffic: 17,807 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,368 (year 2041),  Design Load: HS 20,  Features Intersected: St. Vrain River,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.309,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LONG-ALP-E9TH,  Location: 100 ft N of E 9th Ave. (Lat: 40.174639,  Lng: -105.083222),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 3,829 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,595 (year 2041),  Design Load: HS 20,  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: Alpine Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.488,  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: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 19.7m (64.6ft)

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,  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

Find on map >>   Show street view

Structure Number: LONG-BOSTON-AVE,  Location: 0.1 mile E. of Martin St. (Lat: 40.157833,  Lng: -105.094028),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 975 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,170 (year 2041),  Design Load: HL 93,  Features Intersected: Spring Gulch,  Facility Carried by Structure: Boston Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.576,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 32.9m (107.9ft)

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: 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

Find on map >>   Show street view

Structure Number: LONG-CLR-E9TH,  Location: 0.20 MI N. OF E 9TH AVE (Lat: 40.177225,  Lng: -105.055403),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,594 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,904 (year 2036),  Design Load: HL 93,  Features Intersected: Spring Gulch #2,  Facility Carried by Structure: County Line Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: LONG-DRWD-SMRHK,  Location: 20 Ft W of Co Rd 1 (Lat: 40.171056,  Lng: -105.055722),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,333 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,800 (year 2041),  Design Load: HS 20,  Features Intersected: Oligarchy Ditch,  Facility Carried by Structure: Deerwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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