Bridge Statistics for Timnath, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 102ft / 31.0mTotal length
- 173,645Total average daily traffic
- 13,038Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Timnath
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 21980-1989
- 31990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 62.5%Very good
- 25.0%Good
- 12.5%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: B-17-DK, Location: 1.1 MI E OF JCT I25 (Lat: 40.580931, Lng: -104.979519), Route carried "on" structure: State highway 14C, Year Built: 1983, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,310 (year 2040), Design Load: HS 20, Features Intersected: LARIMER-WELD CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.649, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 30.4m (99.7ft)
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: October 2019
Structure Number: B-17-DK, Location: 1.1 MI E OF JCT I25 (Lat: 40.580931, Lng: -104.979519), Route carried "on" structure: State highway 14C, Year Built: 1983, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,310 (year 2040), Design Load: HS 20, Features Intersected: LARIMER-WELD CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.649, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 30.4m (99.7ft)
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: October 2019
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Structure Number: B-17-DS, Location: HARMONY RD/I25 (Lat: 40.523333, Lng: -104.992353), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 36,277 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 56,954 (year 2023), Design Load: HS 25 or greater, Features Intersected: I 25 ML, Facility Carried by Structure: OLD SH 68 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.960, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.7m (97.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B-17-DS, Location: HARMONY RD/I25 (Lat: 40.523333, Lng: -104.992353), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 36,277 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 56,954 (year 2023), Design Load: HS 25 or greater, Features Intersected: I 25 ML, Facility Carried by Structure: OLD SH 68 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.960, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.7m (97.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LR3-0.5-44-A, Location: 0.5 Mi N of Co Rd 44 (Lat: 40.575472, Lng: -104.963056), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 832 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 1,040 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 93.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LR3-0.5-44-A, Location: 0.5 Mi N of Co Rd 44 (Lat: 40.575472, Lng: -104.963056), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 832 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 1,040 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 93.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LR44-0.0-901, Location: Jct. with Co Rd 1 (Lat: 40.566361, Lng: -104.944361), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 2,603 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,254 (year 2041), Features Intersected: Larimer & Weld Canal, Facility Carried by Structure: County Road 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: LR44-0.0-901, Location: Jct. with Co Rd 1 (Lat: 40.566361, Lng: -104.944361), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 2,603 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,254 (year 2041), Features Intersected: Larimer & Weld Canal, Facility Carried by Structure: County Road 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: TNTH13.0-072.0A, Location: .2 Mi S of CR 38 (Lat: 40.519417, Lng: -104.944278), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 3,018 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 3,773 (year 2040), Design Load: HS 20, Features Intersected: Lake Canal, Facility Carried by Structure: County Road 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.379, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 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, 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: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: TNTH13.0-072.0A, Location: .2 Mi S of CR 38 (Lat: 40.519417, Lng: -104.944278), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 3,018 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 3,773 (year 2040), Design Load: HS 20, Features Intersected: Lake Canal, Facility Carried by Structure: County Road 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.379, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 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, 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: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: TNTH38-0.2-5-A, Location: 20ft E of Three Bell Pkwy (Lat: 40.522819, Lng: -104.962972), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 31,975 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 39,969 (year 2041), Design Load: HL 93, Features Intersected: Timnath Reservoir Outlet, Facility Carried by Structure: Harmony Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.358, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 42.3m (138.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 42.4m (139.1ft), Out-to-Out Width: 43.6m (143.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 87.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021
Structure Number: TNTH38-0.2-5-A, Location: 20ft E of Three Bell Pkwy (Lat: 40.522819, Lng: -104.962972), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 31,975 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 39,969 (year 2041), Design Load: HL 93, Features Intersected: Timnath Reservoir Outlet, Facility Carried by Structure: Harmony Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.358, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 42.3m (138.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 42.4m (139.1ft), Out-to-Out Width: 43.6m (143.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 87.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021
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Structure Number: TNTH38-0.3-I25A, Location: 0.3 Mi East of I-25 (Lat: 40.523250, Lng: -104.986389), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 37,716 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 47,145 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: County Road 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 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: Better than present minimum 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: TNTH38-0.3-I25A, Location: 0.3 Mi East of I-25 (Lat: 40.523250, Lng: -104.986389), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 37,716 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 47,145 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: County Road 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 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: Better than present minimum 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: TNTH40-1.2-5, Location: 1.1 Mi E of Co Rd 5 (Lat: 40.537389, Lng: -104.960306), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 397 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 623 (year 2032), Design Load: HS 20+Mod, Features Intersected: Timnath Res. Outlet Cana, Facility Carried by Structure: County Road 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.421, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: TNTH40-1.2-5, Location: 1.1 Mi E of Co Rd 5 (Lat: 40.537389, Lng: -104.960306), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 397 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 623 (year 2032), Design Load: HS 20+Mod, Features Intersected: Timnath Res. Outlet Cana, Facility Carried by Structure: County Road 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.421, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: TNTH5-0.9-36-A, Location: 0.9 Mi N of Co Rd 9 (Lat: 40.521722, Lng: -104.982139), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 7,946 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 9,933 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: County Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.152, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: TNTH5-0.9-36-A, Location: 0.9 Mi N of Co Rd 9 (Lat: 40.521722, Lng: -104.982139), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 7,946 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 9,933 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: County Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.152, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B-17-DS, Location: HARMONY RD/I25 (Lat: 40.523333, Lng: -104.992353), Route carried "under" structure: Interstate 25A, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 33,881 (year 2016), Truck Traffic: 10%, Features Intersected: I 25 ML, Facility Carried by Structure: OLD SH 68 ML
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 10.960, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
Structure Number: B-17-DS, Location: HARMONY RD/I25 (Lat: 40.523333, Lng: -104.992353), Route carried "under" structure: Interstate 25A, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 33,881 (year 2016), Truck Traffic: 10%, Features Intersected: I 25 ML, Facility Carried by Structure: OLD SH 68 ML
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 10.960, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)