Bridge Statistics for Maxwell, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 157ft / 48.3mTotal length
- $1,491,000Total costs
- 85,452Total average daily traffic
- 29,818Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Maxwell
- No street view available for this location
- New bridges - historical statistics
- 41940-1949
- 11950-1959
- 131960-1969
- 21970-1979
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 14.3%Good
- 85.7%Satisfactory
- Bridge Condition - Substructure
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Fair
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Structure Number: 384, Location: 9.90 MI N OF JCT US-60 (Lat: 34.781444, Lng: -105.549694), Route carried "on" structure: US 285, Year Built: 1940, Year Reconstructed: 2000, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 2,770 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,206 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 373.931, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $13,000, Total Project Cost: $204,000 ( Estimate for 2030)
Structure Number: 384, Location: 9.90 MI N OF JCT US-60 (Lat: 34.781444, Lng: -105.549694), Route carried "on" structure: US 285, Year Built: 1940, Year Reconstructed: 2000, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 2,770 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,206 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 373.931, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $13,000, Total Project Cost: $204,000 ( Estimate for 2030)
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Structure Number: 3841, Location: 10.60 MI N OF JCT US-60 (Lat: 34.791242, Lng: -105.555439), Route carried "on" structure: US 285, Year Built: 1940, Year Reconstructed: 2000, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,770 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,206 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 374.977, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $9,000, Total Project Cost: $143,000 ( Estimate for 2030)
Structure Number: 3841, Location: 10.60 MI N OF JCT US-60 (Lat: 34.791242, Lng: -105.555439), Route carried "on" structure: US 285, Year Built: 1940, Year Reconstructed: 2000, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,770 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,206 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 374.977, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $9,000, Total Project Cost: $143,000 ( Estimate for 2030)
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Structure Number: 4948, Location: 3.0 MI N OF JCT NM-505 (Lat: 36.586656, Lng: -104.541969), Route carried "on" structure: State highway 445, Year Built: 1942, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 219 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 15, Features Intersected: IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $9,000, Total Project Cost: $149,000 ( Estimate for 2030)
Structure Number: 4948, Location: 3.0 MI N OF JCT NM-505 (Lat: 36.586656, Lng: -104.541969), Route carried "on" structure: State highway 445, Year Built: 1942, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 219 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 15, Features Intersected: IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $9,000, Total Project Cost: $149,000 ( Estimate for 2030)
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Structure Number: 4982, Location: 10.0 MI N SPRINGER N INTR (Lat: 36.522086, Lng: -104.551250), Route carried "on" structure: Interstate 25, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,727 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,804 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 683.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 4982, Location: 10.0 MI N SPRINGER N INTR (Lat: 36.522086, Lng: -104.551250), Route carried "on" structure: Interstate 25, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,727 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,804 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 683.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 5784, Location: 4.5 MI W OF JCT US-285 (Lat: 35.004133, Lng: -105.730539), Route carried "on" structure: Interstate 40, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 16,929 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 28,980 (year 2040), Design Load: HS 20, Features Intersected: OSITA DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 345.159, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $21,000, Total Project Cost: $325,000 ( Estimate for 2030), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5784, Location: 4.5 MI W OF JCT US-285 (Lat: 35.004133, Lng: -105.730539), Route carried "on" structure: Interstate 40, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 16,929 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 28,980 (year 2040), Design Load: HS 20, Features Intersected: OSITA DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 345.159, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $21,000, Total Project Cost: $325,000 ( Estimate for 2030), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6682, Location: 0.5 MI E OF I-25/ MAXWELL (Lat: 36.533864, Lng: -104.531450), Route carried "on" structure: County highway 7007, Year Built: 1963, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 109 (year 2020), Average Future Daily Traffic: 181 (year 2040), Design Load: HS 20, Features Intersected: CANADIAN RIVER, Facility Carried by Structure: C.R. 07-A007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2019, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $261,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6682, Location: 0.5 MI E OF I-25/ MAXWELL (Lat: 36.533864, Lng: -104.531450), Route carried "on" structure: County highway 7007, Year Built: 1963, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 109 (year 2020), Average Future Daily Traffic: 181 (year 2040), Design Load: HS 20, Features Intersected: CANADIAN RIVER, Facility Carried by Structure: C.R. 07-A007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2019, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $261,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7016, Location: 17.3 MI N OF JCT US-56 (Lat: 36.596533, Lng: -104.529478), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20, Features Intersected: CURTIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 692.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7016, Location: 17.3 MI N OF JCT US-56 (Lat: 36.596533, Lng: -104.529478), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20, Features Intersected: CURTIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 692.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7017, Location: 17.3 MI N OF JCT US-56 (Lat: 36.596725, Lng: -104.529886), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20, Features Intersected: CURTIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 692.329, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7017, Location: 17.3 MI N OF JCT US-56 (Lat: 36.596725, Lng: -104.529886), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20, Features Intersected: CURTIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 692.329, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 702, Location: JCT I-25/NM-455/MAXWELL (Lat: 36.540033, Lng: -104.539261), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,954 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 10,194 (year 2040), Design Load: HS 20, Features Intersected: NM-445
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 685.777, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 702, Location: JCT I-25/NM-455/MAXWELL (Lat: 36.540033, Lng: -104.539261), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,954 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 10,194 (year 2040), Design Load: HS 20, Features Intersected: NM-445
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 685.777, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7021, Location: JCT I-25/NM-445/MAXWELL (Lat: 36.540031, Lng: -104.539494), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,954 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 10,194 (year 2040), Design Load: HS 20, Features Intersected: NM-445
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 685.777, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7021, Location: JCT I-25/NM-445/MAXWELL (Lat: 36.540031, Lng: -104.539494), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,954 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 10,194 (year 2040), Design Load: HS 20, Features Intersected: NM-445
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 685.777, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7071, Location: 13.0 MI N OF JCT US-56 (Lat: 36.535394, Lng: -104.540947), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,460 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 9,599 (year 2038), Design Load: HS 20+Mod, Features Intersected: LOCAL COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 685.305, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Culverts: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $409,000 ( Estimate for 2030)
Structure Number: 7071, Location: 13.0 MI N OF JCT US-56 (Lat: 36.535394, Lng: -104.540947), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,460 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 9,599 (year 2038), Design Load: HS 20+Mod, Features Intersected: LOCAL COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 685.305, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Culverts: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $409,000 ( Estimate for 2030)
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Structure Number: 7072, Location: 16.2 MI N OF JCT US-56 (Lat: 36.580975, Lng: -104.535231), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20+Mod, Features Intersected: LOCAL COUNTY ROAD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 690.313, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Culverts: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 7072, Location: 16.2 MI N OF JCT US-56 (Lat: 36.580975, Lng: -104.535231), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20+Mod, Features Intersected: LOCAL COUNTY ROAD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 690.313, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Culverts: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
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Structure Number: 7101, Location: 9.7 MI N OF NM-21/SPRINGR (Lat: 36.496522, Lng: -104.571022), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 5,727 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,804 (year 2040), Design Load: HS 20, Features Intersected: VERMEJO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 680.141, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7101, Location: 9.7 MI N OF NM-21/SPRINGR (Lat: 36.496522, Lng: -104.571022), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 5,727 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,804 (year 2040), Design Load: HS 20, Features Intersected: VERMEJO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 680.141, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7102, Location: 9.7 MI N OF JCT NM-21 (Lat: 36.496806, Lng: -104.571258), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 5,727 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,804 (year 2040), Design Load: HS 20, Features Intersected: VERMEJO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 680.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.9 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: 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, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7102, Location: 9.7 MI N OF JCT NM-21 (Lat: 36.496806, Lng: -104.571258), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 5,727 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,804 (year 2040), Design Load: HS 20, Features Intersected: VERMEJO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 680.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.9 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: 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, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7217, Location: 16.9 MI N OF JCT US-56 (Lat: 36.591092, Lng: -104.533167), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 691.480, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: 7217, Location: 16.9 MI N OF JCT US-56 (Lat: 36.591092, Lng: -104.533167), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 691.480, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
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Structure Number: 7233, Location: 13.8 MI N OF JCT US-56 (Lat: 36.547428, Lng: -104.538361), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 686.947, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
Structure Number: 7233, Location: 13.8 MI N OF JCT US-56 (Lat: 36.547428, Lng: -104.538361), Route carried "on" structure: Interstate 25, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,319 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 9,752 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 686.947, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
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Structure Number: 702, Location: JCT I-25/NM-455/MAXWELL (Lat: 36.540033, Lng: -104.539261), Route carried "under" structure: State highway 445, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 219 (year 2020), Truck Traffic: 16%, Features Intersected: NM-445, Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 702, Location: JCT I-25/NM-455/MAXWELL (Lat: 36.540033, Lng: -104.539261), Route carried "under" structure: State highway 445, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 219 (year 2020), Truck Traffic: 16%, Features Intersected: NM-445, Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft)
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Structure Number: 7021, Location: JCT I-25/NM-445/MAXWELL (Lat: 36.540031, Lng: -104.539494), Route carried "under" structure: State highway 445, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 219 (year 2020), Truck Traffic: 16%, Features Intersected: NM-445, Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 7021, Location: JCT I-25/NM-445/MAXWELL (Lat: 36.540031, Lng: -104.539494), Route carried "under" structure: State highway 445, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 219 (year 2020), Truck Traffic: 16%, Features Intersected: NM-445, Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft)
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Structure Number: 7071, Location: 13.0 MI N OF JCT US-56 (Lat: 36.535394, Lng: -104.540947), Route carried "under" structure: City street 7007, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 64 (year 2020), Truck Traffic: 17%, Features Intersected: LOCAL COUNTY ROAD, Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.023, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 7071, Location: 13.0 MI N OF JCT US-56 (Lat: 36.535394, Lng: -104.540947), Route carried "under" structure: City street 7007, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 64 (year 2020), Truck Traffic: 17%, Features Intersected: LOCAL COUNTY ROAD, Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.023, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 7072, Location: 16.2 MI N OF JCT US-56 (Lat: 36.580975, Lng: -104.535231), Route carried "under" structure: City street 7000, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 9 (year 2020), Truck Traffic: 11%, Features Intersected: LOCAL COUNTY ROAD, Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.024, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 7072, Location: 16.2 MI N OF JCT US-56 (Lat: 36.580975, Lng: -104.535231), Route carried "under" structure: City street 7000, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 9 (year 2020), Truck Traffic: 11%, Features Intersected: LOCAL COUNTY ROAD, Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.024, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)