Bridge Statistics for Windsor, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 157ft / 47.6mTotal length
- $1,520,000Total costs
- 168,146Total average daily traffic
- 21,068Total average daily truck traffic
- 240,710Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Windsor
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41960-1969
- 31970-1979
- 21980-1989
- 31990-1999
- 52000-2009
- 32010-2019
- Bridge Condition - Deck
- 5.9%Very good
- 41.2%Good
- 23.5%Satisfactory
- 23.5%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 41.2%Good
- 35.3%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 5.9%Very good
- 35.3%Good
- 41.2%Satisfactory
- 17.6%Fair
- Bridge Condition - Channel
- 57.1%Very good
- 38.1%Good
- 4.8%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: C-17-CX, Location: 2.9 MI NO OF JCT US 34 (Lat: 40.447467, Lng: -104.889147), Route carried "on" structure: State highway 257A, Year Built: 1964, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,840 (year 2040), Design Load: HS 20, Features Intersected: CACHE LA POUDRE RIVER, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), 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: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C-17-CX, Location: 2.9 MI NO OF JCT US 34 (Lat: 40.447467, Lng: -104.889147), Route carried "on" structure: State highway 257A, Year Built: 1964, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,840 (year 2040), Design Load: HS 20, Features Intersected: CACHE LA POUDRE RIVER, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), 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: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C-17-CZ, Location: 2.2 MI NO OF JCT US 34 (Lat: 40.436836, Lng: -104.886733), Route carried "on" structure: State highway 257A, Year Built: 1963, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 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 minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $360,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C-17-CZ, Location: 2.2 MI NO OF JCT US 34 (Lat: 40.436836, Lng: -104.886733), Route carried "on" structure: State highway 257A, Year Built: 1963, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 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 minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $360,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C-17-DA, Location: 1.8 MI NO OF JCT US 34 (Lat: 40.433800, Lng: -104.880517), Route carried "on" structure: State highway 257A, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.581, Lanes on structure: 2, Owner: State 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), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: C-17-DA, Location: 1.8 MI NO OF JCT US 34 (Lat: 40.433800, Lng: -104.880517), Route carried "on" structure: State highway 257A, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.581, Lanes on structure: 2, Owner: State 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), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: C-17-DF, Location: 2 MI E OF JCT I 25 (Lat: 40.479278, Lng: -104.953853), Route carried "on" structure: State highway 392A, Year Built: 1959, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,600 (year 2040), Design Load: HS 20, Features Intersected: CACHE LA POUDRE RIVER, Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C-17-DF, Location: 2 MI E OF JCT I 25 (Lat: 40.479278, Lng: -104.953853), Route carried "on" structure: State highway 392A, Year Built: 1959, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,600 (year 2040), Design Load: HS 20, Features Intersected: CACHE LA POUDRE RIVER, Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C-17-DO, Location: 1.7 MI N/ SH 392/WINDSOR (Lat: 40.489864, Lng: -104.907583), Route carried "on" structure: State highway 257A, Year Built: 1966, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 7,700 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,935 (year 2040), Design Load: HS 20, Features Intersected: GREELEY CANAL, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C-17-DO, Location: 1.7 MI N/ SH 392/WINDSOR (Lat: 40.489864, Lng: -104.907583), Route carried "on" structure: State highway 257A, Year Built: 1966, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 7,700 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,935 (year 2040), Design Load: HS 20, Features Intersected: GREELEY CANAL, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C-17-EZ, Location: 1.2 MI E OF JCT SH 257 (Lat: 40.479750, Lng: -104.867322), Route carried "on" structure: State highway 392B, Year Built: 1971, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 20,580 (year 2040), Design Load: HS 20, Features Intersected: GREELEY CANAL NO 2, Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: C-17-EZ, Location: 1.2 MI E OF JCT SH 257 (Lat: 40.479750, Lng: -104.867322), Route carried "on" structure: State highway 392B, Year Built: 1971, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 20,580 (year 2040), Design Load: HS 20, Features Intersected: GREELEY CANAL NO 2, Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: LR32E-0.1-3, Location: 0.1 Mi E of Co Rd 3 (Lat: 40.486611, Lng: -104.962472), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 3,928 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,910 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: County Road 32E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: 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, Length Of Structure Improvement: 3.22m (10.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $547,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: LR32E-0.1-3, Location: 0.1 Mi E of Co Rd 3 (Lat: 40.486611, Lng: -104.962472), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 3,928 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,910 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: County Road 32E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: 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, Length Of Structure Improvement: 3.22m (10.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $547,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: LR5-1.0-32E-B, Location: 1.5 Mi N of SH392 (Lat: 40.501056, Lng: -104.981861), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 10,412 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 13,015 (year 2040), Design Load: HL 93, Features Intersected: Fossil Cr Resv Outlet, Facility Carried by Structure: County Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LR5-1.0-32E-B, Location: 1.5 Mi N of SH392 (Lat: 40.501056, Lng: -104.981861), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 10,412 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 13,015 (year 2040), Design Load: HL 93, Features Intersected: Fossil Cr Resv Outlet, Facility Carried by Structure: County Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LR901-0.5-48-A, Location: 0.5 Miles N of Co Rd 48 (Lat: 40.602111, Lng: -104.944167), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 416 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 520 (year 2041), Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LR901-0.5-48-A, Location: 0.5 Miles N of Co Rd 48 (Lat: 40.602111, Lng: -104.944167), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 416 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 520 (year 2041), Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 24 months, Inspection Date: March 2021, 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: LR901-S0.4-S392, Location: 0.4 Mi S of St Hwy 392 (Lat: 40.473306, Lng: -104.944111), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 13,349 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,686 (year 2040), Features Intersected: Cache La Poudre River, Facility Carried by Structure: WCR 3 LCR 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.76m (12.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $56,000, Total Project Cost: $613,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: LR901-S0.4-S392, Location: 0.4 Mi S of St Hwy 392 (Lat: 40.473306, Lng: -104.944111), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 13,349 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,686 (year 2040), Features Intersected: Cache La Poudre River, Facility Carried by Structure: WCR 3 LCR 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.76m (12.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $56,000, Total Project Cost: $613,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: WEL013.6-056.0A, Location: 0.6 Mi North of Cr 56 (Lat: 40.404944, Lng: -104.934806), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 234 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 332 (year 2041), Design Load: HS 20, Features Intersected: Greeley Loveland Ditch, Facility Carried by Structure: Hopi Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.778, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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: April 2020
Structure Number: WEL013.6-056.0A, Location: 0.6 Mi North of Cr 56 (Lat: 40.404944, Lng: -104.934806), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 234 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 332 (year 2041), Design Load: HS 20, Features Intersected: Greeley Loveland Ditch, Facility Carried by Structure: Hopi Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.778, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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: April 2020
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Structure Number: WEL015.0_056.0A, Location: 0.2 Mi North of Co Rd 56 (Lat: 40.394917, Lng: -104.926389), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,209 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 1,717 (year 2041), Design Load: HS 20, Features Intersected: Loveland Greeley Canal, Facility Carried by Structure: County Road 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.0 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: 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL015.0_056.0A, Location: 0.2 Mi North of Co Rd 56 (Lat: 40.394917, Lng: -104.926389), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,209 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 1,717 (year 2041), Design Load: HS 20, Features Intersected: Loveland Greeley Canal, Facility Carried by Structure: County Road 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.0 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: 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL023.0_066.0A, Location: 0.6 Mi No of Co Rd 66 (Lat: 40.474667, Lng: -104.856222), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,382 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 4,802 (year 2041), Design Load: HS 20, Features Intersected: New Cache La Poudre Cana, Facility Carried by Structure: County Road 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.730, 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: 11.2m (36.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL023.0_066.0A, Location: 0.6 Mi No of Co Rd 66 (Lat: 40.474667, Lng: -104.856222), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,382 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 4,802 (year 2041), Design Load: HS 20, Features Intersected: New Cache La Poudre Cana, Facility Carried by Structure: County Road 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.730, 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: 11.2m (36.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL056.6-013.0A, Location: 0.4 MI W OF CO RD 15 (Lat: 40.400417, Lng: -104.931278), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 78 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 111 (year 2041), Design Load: HS 20, Features Intersected: Greeley Loveland Ditch, Facility Carried by Structure: CR 56.6/Hopi Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: April 2020
Structure Number: WEL056.6-013.0A, Location: 0.4 MI W OF CO RD 15 (Lat: 40.400417, Lng: -104.931278), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 78 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 111 (year 2041), Design Load: HS 20, Features Intersected: Greeley Loveland Ditch, Facility Carried by Structure: CR 56.6/Hopi Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: April 2020
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Structure Number: WEL068.5_013.0A, Location: 0.2 Mi E of CR 13 (Lat: 40.486456, Lng: -104.940714), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 5,448 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 7,736 (year 2040), Design Load: HS 20, Features Intersected: New Cache La Poudre Cana, Facility Carried by Structure: County Road 68.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL068.5_013.0A, Location: 0.2 Mi E of CR 13 (Lat: 40.486456, Lng: -104.940714), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 5,448 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 7,736 (year 2040), Design Load: HS 20, Features Intersected: New Cache La Poudre Cana, Facility Carried by Structure: County Road 68.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WIN011.0-068.0A, Location: 0.3 MI N OF ST HWY 392 (Lat: 40.483750, Lng: -104.918000), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,388 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,391 (year 2040), Design Load: HS 20, Features Intersected: GREELEY NO. 2 CANAL, Facility Carried by Structure: 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.221, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WIN011.0-068.0A, Location: 0.3 MI N OF ST HWY 392 (Lat: 40.483750, Lng: -104.918000), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,388 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,391 (year 2040), Design Load: HS 20, Features Intersected: GREELEY NO. 2 CANAL, Facility Carried by Structure: 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.221, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WIN015.0_068.0A, Location: 0.3 MI N OF SH392 (Lat: 40.483778, Lng: -104.926444), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 11,788 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,739 (year 2040), Design Load: HL 93, Features Intersected: New Cache LaPoudre Canal, Facility Carried by Structure: 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.289, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: March 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WIN015.0_068.0A, Location: 0.3 MI N OF SH392 (Lat: 40.483778, Lng: -104.926444), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 11,788 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,739 (year 2040), Design Load: HL 93, Features Intersected: New Cache LaPoudre Canal, Facility Carried by Structure: 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.289, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: March 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WIN017.0-064.0A, Location: 0.2 Mi S of Eastman Pk Dr (Lat: 40.462917, Lng: -104.907694), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 13,401 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 19,029 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: Seventh Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WIN017.0-064.0A, Location: 0.2 Mi S of Eastman Pk Dr (Lat: 40.462917, Lng: -104.907694), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 13,401 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 19,029 (year 2040), Design Load: HS 20, Features Intersected: Cache La Poudre River, Facility Carried by Structure: Seventh Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WIN017.0-068.0A, Location: 0.3 MI N OF ST HWY 392 (Lat: 40.484111, Lng: -104.935278), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 2,625 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,728 (year 2040), Design Load: HS 20, Features Intersected: GREELEY NO. 2 CANAL, Facility Carried by Structure: 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WIN017.0-068.0A, Location: 0.3 MI N OF ST HWY 392 (Lat: 40.484111, Lng: -104.935278), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 2,625 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,728 (year 2040), Design Load: HS 20, Features Intersected: GREELEY NO. 2 CANAL, Facility Carried by Structure: 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WIN019.0-068.0A, Location: 0.7 Mi N of St Hwy 392 (Lat: 40.490139, Lng: -104.888944), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10,527 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 14,948 (year 2040), Design Load: HS 20, Features Intersected: New Cache LaPoudre Canal, Facility Carried by Structure: County Road 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: WIN019.0-068.0A, Location: 0.7 Mi N of St Hwy 392 (Lat: 40.490139, Lng: -104.888944), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10,527 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 14,948 (year 2040), Design Load: HS 20, Features Intersected: New Cache LaPoudre Canal, Facility Carried by Structure: County Road 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: WIN066.0-017.0A, Location: 0.2 Mi East of 7th Street (Lat: 40.465389, Lng: -104.904056), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 12,261 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,411 (year 2040), Design Load: HS 20, Features Intersected: Whitney Ditch, Facility Carried by Structure: Eastman Park Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.449, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 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: 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: March 2022
Structure Number: WIN066.0-017.0A, Location: 0.2 Mi East of 7th Street (Lat: 40.465389, Lng: -104.904056), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 12,261 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,411 (year 2040), Design Load: HS 20, Features Intersected: Whitney Ditch, Facility Carried by Structure: Eastman Park Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.449, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 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: 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: March 2022