Bridge Statistics for Frederick, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 115ft / 35.2mTotal length
- $1,012,000Total costs
- 593,316Total average daily traffic
- 56,070Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Frederick
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 21960-1969
- 21980-1989
- 21990-1999
- 92000-2009
- 32010-2019
- Bridge Condition - Deck
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Serious
- Bridge Condition - Superstructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 42.9%Good
- 14.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 64.7%Very good
- 23.5%Good
- 5.9%Satisfactory
- 5.9%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
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Structure Number: D-17-AP, Location: 6.5 MI E OF JCT US 287 (Lat: 40.087522, Lng: -104.981006), Route carried "on" structure: State highway 52A, Year Built: 1999, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,840 (year 2040), Design Load: HS 20, Features Intersected: I 25 ML, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.920, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 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: 57.8m (189.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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, 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: D-17-AP, Location: 6.5 MI E OF JCT US 287 (Lat: 40.087522, Lng: -104.981006), Route carried "on" structure: State highway 52A, Year Built: 1999, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,840 (year 2040), Design Load: HS 20, Features Intersected: I 25 ML, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.920, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 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: 57.8m (189.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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, 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: D-17-AV, Location: 0.9 MI E OF JCT I 25 (Lat: 40.087589, Lng: -104.961911), Route carried "on" structure: State highway 52A, Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,840 (year 2040), Design Load: HS 25 or greater, Features Intersected: SULLIVAN CANAL, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.558, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: D-17-AV, Location: 0.9 MI E OF JCT I 25 (Lat: 40.087589, Lng: -104.961911), Route carried "on" structure: State highway 52A, Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,840 (year 2040), Design Load: HS 25 or greater, Features Intersected: SULLIVAN CANAL, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.558, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: D-17-BU, Location: 5.3 MI E OF JCT I 25 (Lat: 40.079992, Lng: -104.884733), Route carried "on" structure: State highway 52A, Year Built: 1959, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 18,330 (year 2040), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $44,000, Total Project Cost: $483,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D-17-BU, Location: 5.3 MI E OF JCT I 25 (Lat: 40.079992, Lng: -104.884733), Route carried "on" structure: State highway 52A, Year Built: 1959, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 18,330 (year 2040), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $44,000, Total Project Cost: $483,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: D-17-CU, Location: 0.6 MI E OF JCT I 25 (Lat: 40.087639, Lng: -104.967983), Route carried "on" structure: State highway 52A, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,840 (year 2040), Design Load: H 20, Features Intersected: LOWER BOULDER DITCH, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.039, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Out-to-Out Width: 14.1m (46.3ft)
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: December 2021
Structure Number: D-17-CU, Location: 0.6 MI E OF JCT I 25 (Lat: 40.087639, Lng: -104.967983), Route carried "on" structure: State highway 52A, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,840 (year 2040), Design Load: H 20, Features Intersected: LOWER BOULDER DITCH, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.039, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Out-to-Out Width: 14.1m (46.3ft)
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: December 2021
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Structure Number: D-17-DR, Location: LONGMONT/DACONO EXIT (Lat: 40.091508, Lng: -104.979828), Route carried "on" structure: Interstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL MD-B, Facility Carried by Structure: I 25 M/L & Ramps
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 378.505, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 57.6m (189.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Out-to-Out Width: 99.4m (326.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: D-17-DR, Location: LONGMONT/DACONO EXIT (Lat: 40.091508, Lng: -104.979828), Route carried "on" structure: Interstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL MD-B, Facility Carried by Structure: I 25 M/L & Ramps
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 378.505, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 57.6m (189.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Out-to-Out Width: 99.4m (326.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: D-17-DS, Location: NW CORNER DACANO INT (Lat: 40.091769, Lng: -104.978817), Route carried "on" structure: ServiceInterstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL MD-B SR, Facility Carried by Structure: I25 W FRONTAGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.695, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 73.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: March 2019
Structure Number: D-17-DS, Location: NW CORNER DACANO INT (Lat: 40.091769, Lng: -104.978817), Route carried "on" structure: ServiceInterstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL MD-B SR, Facility Carried by Structure: I25 W FRONTAGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.695, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 73.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: March 2019
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Structure Number: D-17-DT, Location: NE CORNER OF DACONO INTER (Lat: 40.091914, Lng: -104.978706), Route carried "on" structure: ServiceInterstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL MD-B SR, Facility Carried by Structure: I25 SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.694, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 72.9m (239.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: D-17-DT, Location: NE CORNER OF DACONO INTER (Lat: 40.091914, Lng: -104.978706), Route carried "on" structure: ServiceInterstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL MD-B SR, Facility Carried by Structure: I25 SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.694, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 72.9m (239.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: D-17-DU, Location: 4.4 MI SO OF JCT SH 119 (Lat: 40.097242, Lng: -104.979611), Route carried "on" structure: Interstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20, Features Intersected: LOWER BOULDER DITCH, Facility Carried by Structure: I 25 ML AND FR RDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.334, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 63.4m (208.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Out-to-Out Width: 135.6m (444.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $529,000
Structure Number: D-17-DU, Location: 4.4 MI SO OF JCT SH 119 (Lat: 40.097242, Lng: -104.979611), Route carried "on" structure: Interstate 25A, Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 91,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 137,410 (year 2040), Design Load: HS 20, Features Intersected: LOWER BOULDER DITCH, Facility Carried by Structure: I 25 ML AND FR RDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.334, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 63.4m (208.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Out-to-Out Width: 135.6m (444.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $529,000
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Structure Number: D-17-DW, Location: 3 MI N OF JCT SH52/DACONO (Lat: 40.131269, Lng: -104.980003), Route carried "on" structure: Interstate 25A, Year Built: 2006, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 45,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 68,705 (year 2040), Design Load: HL 93, Features Intersected: COUNTY ROAD, Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 382.913, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.9m (124.3ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 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: 43.4 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: D-17-DW, Location: 3 MI N OF JCT SH52/DACONO (Lat: 40.131269, Lng: -104.980003), Route carried "on" structure: Interstate 25A, Year Built: 2006, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 45,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 68,705 (year 2040), Design Load: HL 93, Features Intersected: COUNTY ROAD, Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 382.913, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.9m (124.3ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 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: 43.4 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FRD-REC-AREA, Location: NW of Grant & Colo Bl (Lat: 40.118972, Lng: -104.943472), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 286 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 406 (year 2040), Design Load: HS 20, Features Intersected: Local Drainage, Facility Carried by Structure: FRD Rec Area
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: FRD-REC-AREA, Location: NW of Grant & Colo Bl (Lat: 40.118972, Lng: -104.943472), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 286 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 406 (year 2040), Design Load: HS 20, Features Intersected: Local Drainage, Facility Carried by Structure: FRD Rec Area
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRD007.0-016.0A, Location: 0.7 Mi N of Co Rd 16 (Lat: 40.109472, Lng: -104.998806), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,210 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 3,138 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.433, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 28.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: FRD007.0-016.0A, Location: 0.7 Mi N of Co Rd 16 (Lat: 40.109472, Lng: -104.998806), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,210 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 3,138 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.433, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 28.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRD011.0_016.0C, Location: 0.7 Mi N of Co Rd 16 (Lat: 40.113250, Lng: -104.960972), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,023 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,713 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
Structure Number: FRD011.0_016.0C, Location: 0.7 Mi N of Co Rd 16 (Lat: 40.113250, Lng: -104.960972), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,023 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,713 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
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Structure Number: FRD013.0-018.0A, Location: 1.9 Mi N of Hwy 52 (Lat: 40.116222, Lng: -104.942056), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 15,359 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 21,810 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Creek, Facility Carried by Structure: Colo Blvd (CR 13)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.181, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Out-to-Out Width: 62.4m (204.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: FRD013.0-018.0A, Location: 1.9 Mi N of Hwy 52 (Lat: 40.116222, Lng: -104.942056), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 15,359 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 21,810 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Creek, Facility Carried by Structure: Colo Blvd (CR 13)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.181, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Out-to-Out Width: 62.4m (204.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: FRD016.0-007.0A, Location: 0.9 MI E OF CO RD 7 (Lat: 40.102306, Lng: -104.982111), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 101 (year 2020), Truck Traffic: 59%, Average Future Daily Traffic: 143 (year 2040), Design Load: HS 20, Features Intersected: LOWER BOULDER DITCH, Facility Carried by Structure: TIPPLE PKWY/CO16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.489, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: FRD016.0-007.0A, Location: 0.9 MI E OF CO RD 7 (Lat: 40.102306, Lng: -104.982111), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 101 (year 2020), Truck Traffic: 59%, Average Future Daily Traffic: 143 (year 2040), Design Load: HS 20, Features Intersected: LOWER BOULDER DITCH, Facility Carried by Structure: TIPPLE PKWY/CO16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.489, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: FRD016.0-011., Location: 0.5 mi E of I-25 (Lat: 40.102278, Lng: -104.967883), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,680 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,806 (year 2040), Design Load: HL 93, Features Intersected: Godding Hollow Ditch, Facility Carried by Structure: County Road 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.019, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.7m (15.4ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: FRD016.0-011., Location: 0.5 mi E of I-25 (Lat: 40.102278, Lng: -104.967883), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,680 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,806 (year 2040), Design Load: HL 93, Features Intersected: Godding Hollow Ditch, Facility Carried by Structure: County Road 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.019, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.7m (15.4ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: FRD018.0-011., Location: 0.4 Mi W of CR 11 (Lat: 40.116928, Lng: -104.968747), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,088 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,225 (year 2040), Design Load: HL 93, Features Intersected: Local Drainage, Facility Carried by Structure: County Road 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.909, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 28.2m (92.5ft), Out-to-Out Width: 28.8m (94.5ft)
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: 77.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: March 2022
Structure Number: FRD018.0-011., Location: 0.4 Mi W of CR 11 (Lat: 40.116928, Lng: -104.968747), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,088 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,225 (year 2040), Design Load: HL 93, Features Intersected: Local Drainage, Facility Carried by Structure: County Road 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.909, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 28.2m (92.5ft), Out-to-Out Width: 28.8m (94.5ft)
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: 77.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: March 2022
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Structure Number: WEL003.0-012.0C, Location: 0.7 Mi N of Co Rd 12 (Lat: 40.084583, Lng: -105.037056), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 2,190 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,110 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.098, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL003.0-012.0C, Location: 0.7 Mi N of Co Rd 12 (Lat: 40.084583, Lng: -105.037056), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 2,190 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,110 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.098, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL003.0_014.0A, Location: 150 Ft N of St Hwy 52 (Lat: 40.088694, Lng: -105.032264), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 369 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 524 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 3.25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.139, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: WEL003.0_014.0A, Location: 150 Ft N of St Hwy 52 (Lat: 40.088694, Lng: -105.032264), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 369 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 524 (year 2040), Design Load: HS 20, Features Intersected: Sullivan Ditch, Facility Carried by Structure: County Road 3.25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.139, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: WEL016.5-001.0B, Location: 0.8 Mi E of Co Rd 1 (Lat: 40.109167, Lng: -105.037222), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 724 (year 2040), Design Load: HS 20, Features Intersected: Boulder Creek, Facility Carried by Structure: County Road 16.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL016.5-001.0B, Location: 0.8 Mi E of Co Rd 1 (Lat: 40.109167, Lng: -105.037222), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 724 (year 2040), Design Load: HS 20, Features Intersected: Boulder Creek, Facility Carried by Structure: County Road 16.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: D-17-AP, Location: 6.5 MI E OF JCT US 287 (Lat: 40.087522, Lng: -104.981006), Route carried "under" structure: Interstate 25A, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 84,000 (year 2011), Truck Traffic: 11%, Features Intersected: I 25 ML, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 378.379, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 57.8m (189.6ft)
Structure Number: D-17-AP, Location: 6.5 MI E OF JCT US 287 (Lat: 40.087522, Lng: -104.981006), Route carried "under" structure: Interstate 25A, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 84,000 (year 2011), Truck Traffic: 11%, Features Intersected: I 25 ML, Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 378.379, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 57.8m (189.6ft)