Bridge Statistics for Iliff, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 108ft / 33.5mTotal length
- 13,494Total average daily traffic
- 4,258Total average daily truck traffic
- 17,163Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Iliff
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21960-1969
- 21970-1979
- 31980-1989
- 51990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 46.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 6.7%Very good
- 60.0%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 53.3%Very good
- 33.3%Good
- 13.3%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: A-24-A, Location: 1.3 MI N. OF JCT US 138 (Lat: 40.752136, Lng: -103.113300), Route carried "on" structure: State highway 113A, Year Built: 1937, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,524 (year 2040), Design Load: H 15, Features Intersected: CANAL, Facility Carried by Structure: SH 113 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A-24-A, Location: 1.3 MI N. OF JCT US 138 (Lat: 40.752136, Lng: -103.113300), Route carried "on" structure: State highway 113A, Year Built: 1937, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,524 (year 2040), Design Load: H 15, Features Intersected: CANAL, Facility Carried by Structure: SH 113 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A-24-AN, Location: 4 MI N OF JCT SH 113 (Lat: 40.765106, Lng: -103.050681), Route carried "on" structure: US 138A, Year Built: 1978, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: ILIFF DRAIN DITCH, Facility Carried by Structure: US 138 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: A-24-AN, Location: 4 MI N OF JCT SH 113 (Lat: 40.765106, Lng: -103.050681), Route carried "on" structure: US 138A, Year Built: 1978, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: ILIFF DRAIN DITCH, Facility Carried by Structure: US 138 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: A-24-AP, Location: 6.2 MI NE OF JCT SH 113 (Lat: 40.780083, Lng: -103.013600), Route carried "on" structure: US 138A, Year Built: 1993, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEWIS CREEK, Facility Carried by Structure: US 138 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: A-24-AP, Location: 6.2 MI NE OF JCT SH 113 (Lat: 40.780083, Lng: -103.013600), Route carried "on" structure: US 138A, Year Built: 1993, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEWIS CREEK, Facility Carried by Structure: US 138 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: A-24-G, Location: FARMERS RD-46' Rt OF (Lat: 40.772006, Lng: -103.037869), Route carried "on" structure: ServiceUS 138A, Year Built: 1970, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH AR, Facility Carried by Structure: FARMERS ROAD AR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.460, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A-24-G, Location: FARMERS RD-46' Rt OF (Lat: 40.772006, Lng: -103.037869), Route carried "on" structure: ServiceUS 138A, Year Built: 1970, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH AR, Facility Carried by Structure: FARMERS ROAD AR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.460, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B-24-I, Location: 31.5 MI NE OF JCT US 34 (Lat: 40.708625, Lng: -103.055611), Route carried "on" structure: Interstate 76A, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 4,150 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,437 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 55, Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.695, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B-24-I, Location: 31.5 MI NE OF JCT US 34 (Lat: 40.708625, Lng: -103.055611), Route carried "on" structure: Interstate 76A, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 4,150 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,437 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 55, Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.695, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B-24-J, Location: 8 MI E. OF STERLING (Lat: 40.708186, Lng: -103.055608), Route carried "on" structure: Interstate 76A, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 4,150 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,437 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD 55, Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.666, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B-24-J, Location: 8 MI E. OF STERLING (Lat: 40.708186, Lng: -103.055608), Route carried "on" structure: Interstate 76A, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 4,150 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,437 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD 55, Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.666, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG46-51.6-120A, Location: 1.6 Mi. E of St Hwy 113 (Lat: 40.760667, Lng: -103.084944), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 206 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 253 (year 2040), Design Load: HS 20, Features Intersected: Iliff Platte Valley Dtch, Facility Carried by Structure: County Road 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.419, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LOG46-51.6-120A, Location: 1.6 Mi. E of St Hwy 113 (Lat: 40.760667, Lng: -103.084944), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 206 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 253 (year 2040), Design Load: HS 20, Features Intersected: Iliff Platte Valley Dtch, Facility Carried by Structure: County Road 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.419, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LOG46-53.3-269, Location: 0.3 Mi E of Co Rd 53 (Lat: 40.760639, Lng: -103.070472), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 163 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Drainage Ditch, Facility Carried by Structure: County Road 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG46-53.3-269, Location: 0.3 Mi E of Co Rd 53 (Lat: 40.760639, Lng: -103.070472), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 163 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Drainage Ditch, Facility Carried by Structure: County Road 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG48.5-59-159A, Location: 30 Ft. E of Co Rd 59 (Lat: 40.782667, Lng: -103.017528), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 18 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: Lewis Creek, Facility Carried by Structure: County Road 48.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG48.5-59-159A, Location: 30 Ft. E of Co Rd 59 (Lat: 40.782667, Lng: -103.017528), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 18 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: Lewis Creek, Facility Carried by Structure: County Road 48.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG52-57.1-146A, Location: 0.25 Mi E of Co Rd 57 (Lat: 40.804417, Lng: -103.031833), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 112 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 138 (year 2041), Features Intersected: Lewis Creek, Facility Carried by Structure: County Road 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.671, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: LOG52-57.1-146A, Location: 0.25 Mi E of Co Rd 57 (Lat: 40.804417, Lng: -103.031833), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 112 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 138 (year 2041), Features Intersected: Lewis Creek, Facility Carried by Structure: County Road 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.671, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: LOG53-46.7-255, Location: 0.3 Mi S of Co. Rd 48 (Lat: 40.771528, Lng: -103.075306), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 92 (year 2040), Design Load: HS 20, Features Intersected: Larson Draw, Facility Carried by Structure: County Road 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG53-46.7-255, Location: 0.3 Mi S of Co. Rd 48 (Lat: 40.771528, Lng: -103.075306), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 92 (year 2040), Design Load: HS 20, Features Intersected: Larson Draw, Facility Carried by Structure: County Road 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG53-46.9-135A, Location: 0.9 MI N of CO RD 46 (Lat: 40.773278, Lng: -103.075250), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 73 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 90 (year 2040), Design Load: HS 25 or greater, Features Intersected: ILIFF PLATTE VLH DITCH, Facility Carried by Structure: CO RD 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: LOG53-46.9-135A, Location: 0.9 MI N of CO RD 46 (Lat: 40.773278, Lng: -103.075250), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 73 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 90 (year 2040), Design Load: HS 25 or greater, Features Intersected: ILIFF PLATTE VLH DITCH, Facility Carried by Structure: CO RD 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: LOG55-44.0-143A, Location: 1.2 Mi S of Hwy 138 (Lat: 40.747639, Lng: -103.055833), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 479 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 589 (year 2041), Design Load: HS 20, Features Intersected: South Platte River, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 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: LOG55-44.0-143A, Location: 1.2 Mi S of Hwy 138 (Lat: 40.747639, Lng: -103.055833), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 479 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 589 (year 2041), Design Load: HS 20, Features Intersected: South Platte River, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 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: LOG55-44.3-141A, Location: 1.2 Mi S of US Hwy 138 (Lat: 40.743889, Lng: -103.055833), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 419 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 515 (year 2041), Design Load: HS 25 or greater, Features Intersected: S. PLATTE RIVER OVERFLOW, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG55-44.3-141A, Location: 1.2 Mi S of US Hwy 138 (Lat: 40.743889, Lng: -103.055833), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 419 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 515 (year 2041), Design Load: HS 25 or greater, Features Intersected: S. PLATTE RIVER OVERFLOW, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: LOG55-46.5-253, Location: 0.4 Mi N of US Hwy 138 (Lat: 40.767944, Lng: -103.056139), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 153 (year 2020), Truck Traffic: 49%, Average Future Daily Traffic: 188 (year 2040), Design Load: HS 20, Features Intersected: Larson Draw, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG55-46.5-253, Location: 0.4 Mi N of US Hwy 138 (Lat: 40.767944, Lng: -103.056139), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 153 (year 2020), Truck Traffic: 49%, Average Future Daily Traffic: 188 (year 2040), Design Load: HS 20, Features Intersected: Larson Draw, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG55-48-147-A, Location: 1.4 Mi N of US Hwy 138 (Lat: 40.780500, Lng: -103.056250), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 208 (year 2020), Truck Traffic: 57%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: Iliff Platte Valley Ditc, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.834, Lanes on structure: 2, Owner: County 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: 7.1m (23.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: LOG55-48-147-A, Location: 1.4 Mi N of US Hwy 138 (Lat: 40.780500, Lng: -103.056250), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 208 (year 2020), Truck Traffic: 57%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: Iliff Platte Valley Ditc, Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.834, Lanes on structure: 2, Owner: County 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: 7.1m (23.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: LOG59-50.5-161A, Location: 1.0 Mi N of Co Rd 48.5 (Lat: 40.795667, Lng: -103.017889), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 18 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: Iliff Platte Valley Ditc, Facility Carried by Structure: County Road 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG59-50.5-161A, Location: 1.0 Mi N of Co Rd 48.5 (Lat: 40.795667, Lng: -103.017889), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 18 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: Iliff Platte Valley Ditc, Facility Carried by Structure: County Road 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing