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

Find on map >>   Show street view

Structure Number: CAS BUNAVISTA-1,  Location: 0.1 MI SW OF ROCKY MNT DR (Lat: 39.407978,  Lng: -104.918383),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 152 (year 2021),  Average Future Daily Traffic: 204 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: BUENA VISTA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.069,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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: Febuary 2021

Find on map >>   Show street view

Structure Number: CAS BUS-0.1,  Location: JUST SOUTH OF SCOTT BLVD (Lat: 39.390186,  Lng: -104.855211),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 531 (year 2021),  Truck Traffic: 90%,  Average Future Daily Traffic: 712 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: BUS ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CAS CASOAK 4.5A,  Location: 0.2 MI W PLEASANT VIEW DR (Lat: 39.422447,  Lng: -104.789908),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 2,205 (year 2021),  Average Future Daily Traffic: 2,955 (year 2041),  Design Load: HL 93,  Features Intersected: MCMURDO GULCH,  Facility Carried by Structure: CASTLE OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.790,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 96.9 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: 96.9 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: Equal to present desirable 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: CAS CASOAK-2.7,  Location: 2.7 MI E FOUNDERS PKWAY (Lat: 39.405194,  Lng: -104.812425),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 3,289 (year 2021),  Average Future Daily Traffic: 4,407 (year 2041),  Features Intersected: MCMURDO GULCH,  Facility Carried by Structure: CASTLE OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.707,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: CAS CASOAK-3.3,  Location: .1 MI S OF JUNIPER PLACE (Lat: 39.414350,  Lng: -104.806681),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 3,289 (year 2021),  Average Future Daily Traffic: 4,407 (year 2041),  Features Intersected: MCMURDO GULCH,  Facility Carried by Structure: CASTLE OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.848,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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: Febuary 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: CAS CASOAK-5.6A,  Location: 0.4 MI W OF HIGHWAY 83 (Lat: 39.416811,  Lng: -104.769122),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 9.31m (30.54ft),  Average Daily Traffic: 3,995 (year 2021),  Average Future Daily Traffic: 5,353 (year 2041),  Design Load: HS 20,  Features Intersected: CHERRY CREEK,  Facility Carried by Structure: CASTLE OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.846,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 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: CAS CASRKPWY-1,  Location: N OF CASTLE ROCK (Lat: 39.424222,  Lng: -104.875769),  Route carried "on" structure: Interstate ,  Year Built: 2015,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 64,883 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 86,943 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: N MEADOWS PARKWAY,  Facility Carried by Structure: I-25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.663,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CAS CASRKPWY-2,  Location: N OF CASTLE ROCK (Lat: 39.429747,  Lng: -104.876008),  Route carried "on" structure: Interstate ,  Year Built: 2015,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 64,883 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 86,943 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: N MEADOWS PARKWAY,  Facility Carried by Structure: I-25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.650,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CAS CASRKPWY-3,  Location: NBND ON RAMP A (Lat: 39.420211,  Lng: -104.888297),  Route carried "on" structure: Ramp US ,  Year Built: 2014,  Status: Open,  Structure Length: 11.69m (38.35ft),  Average Daily Traffic: 4,317 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,785 (year 2042),  Design Load: HL 93,  Features Intersected: TERRAIN,  Facility Carried by Structure: US 85 NB ON RAMP
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.394,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.1 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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: CAS CASRKPWY-4,  Location: US85 NBND OFFRAMP (Lat: 39.420769,  Lng: -104.889142),  Route carried "on" structure: Ramp US ,  Year Built: 2014,  Status: Open,  Structure Length: 7.51m (24.64ft),  Average Daily Traffic: 1,877 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,515 (year 2042),  Design Load: HL 93,  Features Intersected: TERRAIN,  Facility Carried by Structure: US 85 OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.394,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: CAS CASRKPWY-5,  Location: SBND ON RAMP C (Lat: 39.419722,  Lng: -104.887500),  Route carried "on" structure: Ramp US ,  Year Built: 2014,  Status: Open,  Structure Length: 7.51m (24.64ft),  Average Daily Traffic: 1,862 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,495 (year 2042),  Design Load: HL 93,  Features Intersected: TERRAIN,  Facility Carried by Structure: US 85 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.727,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CAS CASRKPWY-6,  Location: SBND OFF RAMP D (Lat: 39.422028,  Lng: -104.892944),  Route carried "on" structure: Ramp US ,  Year Built: 2014,  Status: Open,  Structure Length: 21.87m (71.75ft),  Average Daily Traffic: 2,540 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,403 (year 2042),  Design Load: HL 93,  Features Intersected: TERRAIN,  Facility Carried by Structure: US 85 SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.727,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.8m (114.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: CAS CASRKPWY-7,  Location: N Meadows Pkwy (Lat: 39.421075,  Lng: -104.887958),  Route carried "on" structure: Ramp US ,  Year Built: 2014,  Status: Open,  Structure Length: 10.05m (32.97ft),  Average Daily Traffic: 14,973 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,063 (year 2042),  Design Load: HL 93,  Features Intersected: US 85 and UPRR,  Facility Carried by Structure: Castle Rock Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.759,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CAS FIFTH-I25,  Location: 0.1 MI W OF WILCOX (Lat: 39.374758,  Lng: -104.864711),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 17.15m (56.27ft),  Average Daily Traffic: 6,973 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,344 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I25 ML AND E. PLUM CK,  Facility Carried by Structure: 5TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.024,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 65.9m (216.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior 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 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: CAS FRONT-RR,  Location: N OF 6TH STREET (Lat: 39.376194,  Lng: -104.858483),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 22.93m (75.23ft),  Average Daily Traffic: 12,441 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,671 (year 2041),  Design Load: HS 20,  Features Intersected: RAILROAD / 7TH ST,  Facility Carried by Structure: FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.549,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: CAS GILBERT-.2,  Location: 0.1 MILE S. OF SOUTH ST. (Lat: 39.368356,  Lng: -104.852500),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 7,806 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,460 (year 2041),  Features Intersected: SELLARS GULCH TRIBUTARY,  Facility Carried by Structure: SOUTH GILBERT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.469,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  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: 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

Find on map >>   Show street view

Structure Number: CAS MEADOWS-1,  Location: JUST WEST OF HIGHWAY 85 (Lat: 39.407133,  Lng: -104.876658),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 19.96m (65.49ft),  Average Daily Traffic: 13,927 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,662 (year 2041),  Design Load: HS 20,  Features Intersected: EAST PLUM CREEK AND RR,  Facility Carried by Structure: EB MEADOWS PRKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.261,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.96m (65.49ft),  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: CAS MEADOWS-2,  Location: JUST WEST OF HIGHWAY 85 (Lat: 39.407281,  Lng: -104.876917),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 19.96m (65.49ft),  Average Daily Traffic: 13,297 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,818 (year 2041),  Design Load: HS 20,  Features Intersected: EAST PLUM CREEK AND RR,  Facility Carried by Structure: WB MEADOWS PRKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.96m (65.49ft),  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

Find on map >>   Show street view

Structure Number: CAS MEADOWS-3,  Location: MEADOWS BLVD N OF MEADOWS (Lat: 39.407714,  Lng: -104.889106),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,672 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,941 (year 2042),  Design Load: HS 20,  Features Intersected: EAST PLUM CREEK TRIBUTAR,  Facility Carried by Structure: MEADOWS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.624,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 67.0 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 48 months,  Inspection Date: Febuary 2019

Find on map >>   Show street view

Structure Number: CAS MEADOWS-4,  Location: 1.3 MI W OF MEADOWS PKWY (Lat: 39.400275,  Lng: -104.906283),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 4,911 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,581 (year 2042),  Design Load: HS 20,  Features Intersected: EAST PLUM CREEK TRIBUTAR,  Facility Carried by Structure: MEADOWS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.074,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 96.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2019

Find on map >>   Show street view

Structure Number: CAS MEADOWS-5,  Location: 0.2 MI W OF COACHLINE ROA (Lat: 39.390939,  Lng: -104.901417),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,602 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,527 (year 2042),  Design Load: HS 20,  Features Intersected: EAST PLUM CREEK TRIBUTAR,  Facility Carried by Structure: MEADOWS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.259,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 90.5 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: 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 48 months,  Inspection Date: Febuary 2019

Find on map >>   Show street view

Structure Number: CAS OLD85-I25,  Location: JUST W OF FRONT ST. (Lat: 39.400250,  Lng: -104.862206),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 9,179 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,300 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: I25 ML,  Facility Carried by Structure: SANTE FE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.570,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: CAS OMAN-0.3,  Location: 0.1 MI S OF SOUTH STREET (Lat: 39.368858,  Lng: -104.849589),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,106 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,482 (year 2041),  Design Load: HS 20,  Features Intersected: SELLERS GULCH TRIBUTARY,  Facility Carried by Structure: OMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  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: CAS PERRY-0.65,  Location: 0.1 MI S OF SECOND STREET (Lat: 39.369942,  Lng: -104.858578),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 8,618 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,548 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SELLARS GULCH,  Facility Carried by Structure: PERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.856,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.1m (118.4ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CAS PLMCKPW-.1,  Location: .1 MI W OF LAKE GULCH RD (Lat: 39.356989,  Lng: -104.843550),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 14,950 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,032 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SELLARS GULCH,  Facility Carried by Structure: PLUM CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.450,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.4m (7.9ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Channel: Good,  Culverts: Serious,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: CAS PLMCKPW-.3,  Location: 0.3 MI EAST OF WILCOX ST (Lat: 39.363828,  Lng: -104.859217),  Route carried "on" structure: City street ,  Year Built: 1983,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 22,093 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,605 (year 2041),  Design Load: HS 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: PLUM CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.879,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: 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

Find on map >>   Show street view

Structure Number: CAS PLMCKPW-.7,  Location: 0.6 MI E OF LAKE GULCH RD (Lat: 39.361167,  Lng: -104.830717),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,195 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,961 (year 2041),  Features Intersected: WILDLIFE CROSSING,  Facility Carried by Structure: PLUM CREEK PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.720,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 32.6m (107.0ft)

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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: CAS PLMCKPW-1.5,  Location: JUST E OF I-25 (Lat: 39.366222,  Lng: -104.864906),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 31,996 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,875 (year 2041),  Design Load: HL 93,  Features Intersected: EAST PLUM CREEK,  Facility Carried by Structure: PLUM CREEK PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.305,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: CAS WILCOX-0.19,  Location: .1 MI S PLUM CREEK PKWAY (Lat: 39.363608,  Lng: -104.864586),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 11,059 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,819 (year 2041),  Features Intersected: EAST PLUM CREEK,  Facility Carried by Structure: WILCOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.406,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: CAS WILCOX-0.6,  Location: S OF 2ND ST INTERSECTION (Lat: 39.370803,  Lng: -104.859911),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 9,964 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,352 (year 2041),  Design Load: HS 20,  Features Intersected: SELLARS GULCH,  Facility Carried by Structure: WILCOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.328,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: 37.2 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: Febuary 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: CASNMEADOWS-PC,  Location: 0.1 MI S OF US 85 (Lat: 39.418989,  Lng: -104.889783),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 23.08m (75.72ft),  Average Daily Traffic: 13,877 (year 2021),  Average Future Daily Traffic: 18,595 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: EAST PLUM CREEK,  Facility Carried by Structure: N MEADOWS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.873,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CASNMEADOWS-RR,  Location: 0.5 MI S OF US 85 (Lat: 39.415400,  Lng: -104.894817),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 14,853 (year 2021),  Average Future Daily Traffic: 19,903 (year 2041),  Design Load: HL 93,  Features Intersected: RAILROAD TRACK,  Facility Carried by Structure: N MEADOWS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.270,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: DOU012-04.08,  Location: 0.4 MI W COUNTY ROAD 105 (Lat: 39.369097,  Lng: -104.965497),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 71 (year 2021),  Average Future Daily Traffic: 94 (year 2041),  Features Intersected: WEST PLUM CREEK,  Facility Carried by Structure: PINE CLIFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.5 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: Febuary 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: DOU105-23.50A,  Location: 0.1 MI S WOLFENSBERGER RD (Lat: 39.369594,  Lng: -104.956469),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 4,343 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,819 (year 2041),  Design Load: HS 20,  Features Intersected: OAKLAND SCHOOL GULCH,  Facility Carried by Structure: COUNTY ROAD 105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.256,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: Better than 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: DOU107-00.30A,  Location: 0.2 MI W OF I-25 (Lat: 39.391333,  Lng: -104.862047),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,833 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,797 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH OF PLUM CREEK,  Facility Carried by Structure: LIGGETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.543,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 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: 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: DOU32A-00.44A,  Location: 0.1 MI W OF LAKE GULCH RD (Lat: 39.339197,  Lng: -104.829919),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 5,296 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,097 (year 2041),  Features Intersected: SELLARS GULCH,  Facility Carried by Structure: CRYSTAL VALLEY PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: DOU38A-01.27A,  Location: 0.2 MI W OF LAKE GULCH RD (Lat: 39.353322,  Lng: -104.838706),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 273 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 366 (year 2041),  Design Load: HL 93,  Features Intersected: SELLARS GULCH,  Facility Carried by Structure: HAYSTACK ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.271,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: Febuary 2021

Find on map >>   Show street view

Structure Number: DOU58B-00.88,  Location: .2 MI E I-25 FRONTAGE RD (Lat: 39.338653,  Lng: -104.871267),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 12 (year 2021),  Average Future Daily Traffic: 16 (year 2041),  Features Intersected: EAST PLUM CREEK,  Facility Carried by Structure: DOUGLAS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.317,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.0 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: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: DOUCVP-00.2,  Location: .15 MI E OF FRONTAGE RD (Lat: 39.338083,  Lng: -104.870214),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 30.99m (101.67ft),  Average Daily Traffic: 12,887 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,269 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: EAST PLUM CREEK AND RR,  Facility Carried by Structure: CRYSTAL VALLEY PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.383,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 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: 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: G-17-A,  Location: 2.9 MI. N. OF JCT S.H. 67 (Lat: 39.473247,  Lng: -104.989750),  Route carried "on" structure: US 85B,  Year Built: 1924,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,960 (year 2040),  Design Load: H 15,  Features Intersected: SAND CREEK,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.913,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.50m (57.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,595,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $2,392,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous