Bridge Statistics for Santa Fe, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 110Number of bridges
- 817ft / 249mTotal length
- $14,278,000Total costs
- 1,269,293Total average daily traffic
- 102,293Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Santa Fe
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21940-1949
- 51950-1959
- 111960-1969
- 381970-1979
- 41980-1989
- 111990-1999
- 252000-2009
- 112010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 4.3%Very good
- 61.7%Good
- 21.3%Satisfactory
- 10.6%Fair
- 2.1%Poor
- Bridge Condition - Superstructure
- 12.8%Very good
- 38.3%Good
- 29.8%Satisfactory
- 14.9%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 10.6%Very good
- 53.2%Good
- 17.0%Satisfactory
- 17.0%Fair
- 2.1%Poor
- Bridge Condition - Channel
- 3.8%Excellent
- 18.9%Very good
- 49.1%Good
- 17.0%Satisfactory
- 5.7%Fair
- 5.7%Poor
- Bridge Condition - Culverts
- 13.3%Very good
- 40.0%Good
- 43.3%Satisfactory
- 3.3%Fair
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Structure Number: 3018, Location: 0.01 M N OF FED. PLACE (Lat: 35.693114, Lng: -105.938039), Route carried "on" structure: City street 4731, Year Built: 1932, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,920 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,758 (year 2040), Design Load: H 15, Features Intersected: ARROYO DE LA PEIDRA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 35.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2030)
Structure Number: 3018, Location: 0.01 M N OF FED. PLACE (Lat: 35.693114, Lng: -105.938039), Route carried "on" structure: City street 4731, Year Built: 1932, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,920 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,758 (year 2040), Design Load: H 15, Features Intersected: ARROYO DE LA PEIDRA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 35.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2030)
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Structure Number: 4075, Location: DELGADO ST/ALAMEDA/ SF (Lat: 35.684450, Lng: -105.931125), Route carried "on" structure: City street 5784, Year Built: 1935, Status: Posted for load-capacity, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 260 (year 2020), Average Future Daily Traffic: 417 (year 2040), Design Load: H 15, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.489, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 34.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $154,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4075, Location: DELGADO ST/ALAMEDA/ SF (Lat: 35.684450, Lng: -105.931125), Route carried "on" structure: City street 5784, Year Built: 1935, Status: Posted for load-capacity, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 260 (year 2020), Average Future Daily Traffic: 417 (year 2040), Design Load: H 15, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.489, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 34.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $154,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4076, Location: JCT ALAMEDA & DELGADO (Lat: 35.684600, Lng: -105.931089), Route carried "on" structure: City street 4805, Year Built: 1935, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,734 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,692 (year 2040), Design Load: HS 20, Features Intersected: ARROYO SAIZ
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4076, Location: JCT ALAMEDA & DELGADO (Lat: 35.684600, Lng: -105.931089), Route carried "on" structure: City street 4805, Year Built: 1935, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,734 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,692 (year 2040), Design Load: HS 20, Features Intersected: ARROYO SAIZ
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5314, Location: 1.34 MI N EXT-284 OF I-25 (Lat: 35.621928, Lng: -105.918706), Route carried "on" structure: State highway 300, Year Built: 1946, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,908 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,823 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: October 2020
Structure Number: 5314, Location: 1.34 MI N EXT-284 OF I-25 (Lat: 35.621928, Lng: -105.918706), Route carried "on" structure: State highway 300, Year Built: 1946, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,908 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,823 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: October 2020
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Structure Number: 5315, Location: 1.05 MI N EXT-284 OF I-25 (Lat: 35.650128, Lng: -105.935672), Route carried "on" structure: State highway 466, Year Built: 1946, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 14,058 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,967 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.682, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 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: April 2021
Structure Number: 5315, Location: 1.05 MI N EXT-284 OF I-25 (Lat: 35.650128, Lng: -105.935672), Route carried "on" structure: State highway 466, Year Built: 1946, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 14,058 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,967 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.682, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 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: April 2021
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Structure Number: 5588, Location: .4 mi N Washington Ave. (Lat: 35.695572, Lng: -105.931875), Route carried "on" structure: City street 4801, Year Built: 1955, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,362 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,886 (year 2040), Design Load: H 15, Features Intersected: ARROYO DE LA PIEDRA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 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: Better than present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $394,000 ( Estimate for 2030)
Structure Number: 5588, Location: .4 mi N Washington Ave. (Lat: 35.695572, Lng: -105.931875), Route carried "on" structure: City street 4801, Year Built: 1955, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,362 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,886 (year 2040), Design Load: H 15, Features Intersected: ARROYO DE LA PIEDRA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 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: Better than present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $394,000 ( Estimate for 2030)
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Structure Number: 5659, Location: 1.62 MI S OF JCT NM-14 (Lat: 35.593289, Lng: -106.057825), Route carried "on" structure: Interstate 25, Year Built: 1954, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 31,535 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 58,113 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.258, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.1 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, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,856,000 ( Estimate for 2030)
Structure Number: 5659, Location: 1.62 MI S OF JCT NM-14 (Lat: 35.593289, Lng: -106.057825), Route carried "on" structure: Interstate 25, Year Built: 1954, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 31,535 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 58,113 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.258, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.1 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, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,856,000 ( Estimate for 2030)
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Structure Number: 566, Location: 0.70 MI N JCT NM-14 (Lat: 35.616036, Lng: -106.031378), Route carried "on" structure: State highway 14, Year Built: 1954, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 25,775 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 35,341 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.146, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2022
Structure Number: 566, Location: 0.70 MI N JCT NM-14 (Lat: 35.616036, Lng: -106.031378), Route carried "on" structure: State highway 14, Year Built: 1954, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 25,775 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 35,341 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.146, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2022
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Structure Number: 5766, Location: 0.1Mi S Jct Alamo Dr- Gua (Lat: 35.696386, Lng: -105.951364), Route carried "on" structure: City street 4777, Year Built: 1955, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 12,862 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,100 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.306, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 5766, Location: 0.1Mi S Jct Alamo Dr- Gua (Lat: 35.696386, Lng: -105.951364), Route carried "on" structure: City street 4777, Year Built: 1955, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 12,862 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,100 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.306, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 5767, Location: 1.96 MI N OF JCT NM 14 & (Lat: 35.701164, Lng: -105.949614), Route carried "on" structure: US 84, Year Built: 1955, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 21,179 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 29,804 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.336, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 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: Fair, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $424,000 ( Estimate for 2030)
Structure Number: 5767, Location: 1.96 MI N OF JCT NM 14 & (Lat: 35.701164, Lng: -105.949614), Route carried "on" structure: US 84, Year Built: 1955, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 21,179 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 29,804 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.336, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 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: Fair, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $424,000 ( Estimate for 2030)
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Structure Number: 6487, Location: 1.93 MI N JCT ST FRAN-CER (Lat: 35.698553, Lng: -105.952003), Route carried "on" structure: Ramp City street 8403, Year Built: 1964, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5,574 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,844 (year 2040), Design Load: HS 20, Features Intersected: US-84/285, NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $106,000, Total Project Cost: $400,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6487, Location: 1.93 MI N JCT ST FRAN-CER (Lat: 35.698553, Lng: -105.952003), Route carried "on" structure: Ramp City street 8403, Year Built: 1964, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5,574 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,844 (year 2040), Design Load: HS 20, Features Intersected: US-84/285, NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $106,000, Total Project Cost: $400,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6526, Location: 0.01 MI W OF ST FRANCIS (Lat: 35.688672, Lng: -105.955211), Route carried "on" structure: City street 4805, Year Built: 1963, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 8,764 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,603 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DE LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.2 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: Febuary 2021
Structure Number: 6526, Location: 0.01 MI W OF ST FRANCIS (Lat: 35.688672, Lng: -105.955211), Route carried "on" structure: City street 4805, Year Built: 1963, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 8,764 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,603 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DE LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.2 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: Febuary 2021
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Structure Number: 6549, Location: JCT OF ST FRANCIS/ALAMEDA (Lat: 35.688486, Lng: -105.953931), Route carried "on" structure: US 84, Year Built: 1964, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 16,324 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,972 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.978, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6549, Location: JCT OF ST FRANCIS/ALAMEDA (Lat: 35.688486, Lng: -105.953931), Route carried "on" structure: US 84, Year Built: 1964, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 16,324 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,972 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.978, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 655, Location: 0.1 MI N OF W ALAMEDA ST (Lat: 35.689761, Lng: -105.953925), Route carried "on" structure: US 84, Year Built: 1964, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 18,231 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 25,656 (year 2040), Design Load: HS 20, Features Intersected: ARROYO LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.381, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2030)
Structure Number: 655, Location: 0.1 MI N OF W ALAMEDA ST (Lat: 35.689761, Lng: -105.953925), Route carried "on" structure: US 84, Year Built: 1964, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 18,231 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 25,656 (year 2040), Design Load: HS 20, Features Intersected: ARROYO LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.381, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2030)
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Structure Number: 6931, Location: PASEO DEL PERALTA/ALAMEDA (Lat: 35.684250, Lng: -105.933989), Route carried "on" structure: City street 4807, Year Built: 1967, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 9,858 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,041 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6931, Location: PASEO DEL PERALTA/ALAMEDA (Lat: 35.684250, Lng: -105.933989), Route carried "on" structure: City street 4807, Year Built: 1967, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 9,858 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,041 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6945, Location: SANDOVAL & ALAMEDA (Lat: 35.686353, Lng: -105.942847), Route carried "on" structure: City street 4797, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,547 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,560 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.267, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $25,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6945, Location: SANDOVAL & ALAMEDA (Lat: 35.686353, Lng: -105.942847), Route carried "on" structure: City street 4797, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,547 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,560 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.267, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $25,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7054, Location: 1/4 MI S of Monte Sol (Lat: 35.667414, Lng: -105.920847), Route carried "on" structure: City street 4732, Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,925 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,277 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISO, Facility Carried by Structure: FL-4734
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), 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: 45.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 7054, Location: 1/4 MI S of Monte Sol (Lat: 35.667414, Lng: -105.920847), Route carried "on" structure: City street 4732, Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,925 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,277 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISO, Facility Carried by Structure: FL-4734
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), 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: 45.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 7123, Location: JCT GALISTEO & ALAMED (Lat: 35.685500, Lng: -105.941500), Route carried "on" structure: City street 4811, Year Built: 1969, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 7,045 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,891 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $40,000, Total Project Cost: $1,400,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7123, Location: JCT GALISTEO & ALAMED (Lat: 35.685500, Lng: -105.941500), Route carried "on" structure: City street 4811, Year Built: 1969, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 7,045 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,891 (year 2040), Design Load: HS 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $40,000, Total Project Cost: $1,400,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7334, Location: 1.06 MI N OF JCT I-25 (Lat: 35.649600, Lng: -105.956358), Route carried "on" structure: US 84, Year Built: 1973, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 33,129 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,253 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.776, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7334, Location: 1.06 MI N OF JCT I-25 (Lat: 35.649600, Lng: -105.956358), Route carried "on" structure: US 84, Year Built: 1973, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 33,129 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,253 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.776, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7335, Location: 1.06 MI N OF JCT I-25 (Lat: 35.649639, Lng: -105.956667), Route carried "on" structure: US 84, Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 33,129 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,253 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.776, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7335, Location: 1.06 MI N OF JCT I-25 (Lat: 35.649639, Lng: -105.956667), Route carried "on" structure: US 84, Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 33,129 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 47,253 (year 2040), Design Load: HS 20, Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.776, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7336, Location: NM 466 & US 84/285 IC (Lat: 35.659022, Lng: -105.956547), Route carried "on" structure: US 84, Year Built: 1974, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 30,240 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 42,555 (year 2040), Design Load: HS 20, Features Intersected: NM 466 ST. MICHAEL'S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 263.513, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7336, Location: NM 466 & US 84/285 IC (Lat: 35.659022, Lng: -105.956547), Route carried "on" structure: US 84, Year Built: 1974, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 30,240 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 42,555 (year 2040), Design Load: HS 20, Features Intersected: NM 466 ST. MICHAEL'S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 263.513, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 7368, Location: 2.66 M N OF ST FRANCIS DR (Lat: 35.621442, Lng: -105.919819), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Hondo Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 92.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7368, Location: 2.66 M N OF ST FRANCIS DR (Lat: 35.621442, Lng: -105.919819), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Hondo Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 92.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7369, Location: 2.66 M N OF ST FRANCIS DR (Lat: 35.621528, Lng: -105.919536), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Hondo Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 92.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7369, Location: 2.66 M N OF ST FRANCIS DR (Lat: 35.621528, Lng: -105.919536), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Hondo Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 92.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 737, Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619933, Lng: -105.919506), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.210, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 54.4 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: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 737, Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619933, Lng: -105.919506), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.210, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 54.4 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: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7371, Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619972, Lng: -105.919203), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.210, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7371, Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619972, Lng: -105.919203), Route carried "on" structure: Interstate 25, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 21,239 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,598 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.210, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7372, Location: 3.89MN Jct I-25 StFrancis (Lat: 35.605672, Lng: -105.912142), Route carried "on" structure: County highway 2105, Year Built: 1975, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 654 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 890 (year 2040), Design Load: HS 20, Features Intersected: I-25 NBLS/SBLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7372, Location: 3.89MN Jct I-25 StFrancis (Lat: 35.605672, Lng: -105.912142), Route carried "on" structure: County highway 2105, Year Built: 1975, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 654 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 890 (year 2040), Design Load: HS 20, Features Intersected: I-25 NBLS/SBLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7401, Location: 0.45 M E OF ST FRANCIS/SF (Lat: 35.692000, Lng: -105.946700), Route carried "on" structure: City street 4807, Year Built: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 7,604 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,473 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DEL ROSARIO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 813.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Skew: 20 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: Fair, Culverts: Good, Operating Rating: 50.2 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030)
Structure Number: 7401, Location: 0.45 M E OF ST FRANCIS/SF (Lat: 35.692000, Lng: -105.946700), Route carried "on" structure: City street 4807, Year Built: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 7,604 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,473 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DEL ROSARIO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 813.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Skew: 20 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: Fair, Culverts: Good, Operating Rating: 50.2 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030)
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Structure Number: 7402, Location: 0.40 M E OF ST FRANCIS/SF (Lat: 35.692578, Lng: -105.942214), Route carried "on" structure: City street 4807, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 260 (year 2020), Average Future Daily Traffic: 417 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DE LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.5m (14.8ft)
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, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2017, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030)
Structure Number: 7402, Location: 0.40 M E OF ST FRANCIS/SF (Lat: 35.692578, Lng: -105.942214), Route carried "on" structure: City street 4807, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 260 (year 2020), Average Future Daily Traffic: 417 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DE LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.5m (14.8ft)
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, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2017, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030)
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Structure Number: 7415, Location: 0.10 M W ST FRANCIS DR (Lat: 35.690700, Lng: -105.954400), Route carried "on" structure: City street 5680, Year Built: 1965, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 6,104 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,947 (year 2040), Design Load: HS 20, Features Intersected: MASCARAS ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 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: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 7415, Location: 0.10 M W ST FRANCIS DR (Lat: 35.690700, Lng: -105.954400), Route carried "on" structure: City street 5680, Year Built: 1965, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 6,104 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,947 (year 2040), Design Load: HS 20, Features Intersected: MASCARAS ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 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: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 7416, Location: 0.3 MI W OF LLANO ST/SF (Lat: 35.652147, Lng: -105.975006), Route carried "on" structure: City street 5738, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,776 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,400 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
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, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030)
Structure Number: 7416, Location: 0.3 MI W OF LLANO ST/SF (Lat: 35.652147, Lng: -105.975006), Route carried "on" structure: City street 5738, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,776 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,400 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
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, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030)
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Structure Number: 7425, Location: 0.66 MI N OF JCT I-25 (Lat: 35.644100, Lng: -105.956300), Route carried "on" structure: US 84, Year Built: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 23,033 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 32,413 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 262.362, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $37,000, Total Project Cost: $564,000 ( Estimate for 2030), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7425, Location: 0.66 MI N OF JCT I-25 (Lat: 35.644100, Lng: -105.956300), Route carried "on" structure: US 84, Year Built: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 23,033 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 32,413 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 262.362, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $37,000, Total Project Cost: $564,000 ( Estimate for 2030), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 745, Location: I-25 MM 283.4 (Lat: 35.637150, Lng: -105.941208), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,205 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 35,391 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 456.088, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Skew: 1 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: 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $478,000, Roadway Improvement Cost: $47,000, Total Project Cost: $717,000 ( Estimate for 2030), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 745, Location: I-25 MM 283.4 (Lat: 35.637150, Lng: -105.941208), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,205 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 35,391 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 456.088, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Skew: 1 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: 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $478,000, Roadway Improvement Cost: $47,000, Total Project Cost: $717,000 ( Estimate for 2030), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7471, Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.619789, Lng: -106.000456), Route carried "on" structure: Interstate 25, Year Built: 1976, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 25,578 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 47,135 (year 2040), Design Load: HS 20, Features Intersected: RICHARDS AVE 490064
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.359, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7471, Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.619789, Lng: -106.000456), Route carried "on" structure: Interstate 25, Year Built: 1976, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 25,578 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 47,135 (year 2040), Design Load: HS 20, Features Intersected: RICHARDS AVE 490064
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.359, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), 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: 7472, Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.621675, Lng: -106.000500), Route carried "on" structure: Interstate 25, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 25,578 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 47,135 (year 2040), Design Load: HS 20, Features Intersected: RICHARDS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.294, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7472, Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.621675, Lng: -106.000500), Route carried "on" structure: Interstate 25, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 25,578 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 47,135 (year 2040), Design Load: HS 20, Features Intersected: RICHARDS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.294, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7474, Location: 1.60 MI S OF JCT NM-14 (Lat: 35.593558, Lng: -106.058722), Route carried "on" structure: State highway 2098, Year Built: 1976, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,678 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,364 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7474, Location: 1.60 MI S OF JCT NM-14 (Lat: 35.593558, Lng: -106.058722), Route carried "on" structure: State highway 2098, Year Built: 1976, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,678 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,364 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7501, Location: 0.2 MI S OF ST FRANCIS DR (Lat: 35.631294, Lng: -105.965167), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 25,578 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 47,135 (year 2040), Design Load: HS 20, Features Intersected: SF Southern R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 453.835, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7501, Location: 0.2 MI S OF ST FRANCIS DR (Lat: 35.631294, Lng: -105.965167), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 25,578 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 47,135 (year 2040), Design Load: HS 20, Features Intersected: SF Southern R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 453.835, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7503, Location: JUNCTION I-25/ST FRANCIS (Lat: 35.634300, Lng: -105.956100), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 15,246 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 28,096 (year 2040), Design Load: HS 20, Features Intersected: US-84-285
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.801, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7503, Location: JUNCTION I-25/ST FRANCIS (Lat: 35.634300, Lng: -105.956100), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 15,246 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 28,096 (year 2040), Design Load: HS 20, Features Intersected: US-84-285
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.801, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7505, Location: I-25 N RAMP TO ST FRANCIS (Lat: 35.632267, Lng: -105.956222), Route carried "on" structure: Ramp Interstate 2282, Year Built: 1974, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 6,355 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,907 (year 2040), Design Load: HS 20, Features Intersected: US-84 St Frances Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.549, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $10,000, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7505, Location: I-25 N RAMP TO ST FRANCIS (Lat: 35.632267, Lng: -105.956222), Route carried "on" structure: Ramp Interstate 2282, Year Built: 1974, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 6,355 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,907 (year 2040), Design Load: HS 20, Features Intersected: US-84 St Frances Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.549, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $10,000, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7507, Location: 5.1 M N Jct NM-14/I-25 (Lat: 35.635606, Lng: -105.954578), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 16,630 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 30,646 (year 2040), Design Load: HS 20, Features Intersected: US-84-285 UNDER RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 455.122, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $40,000, Total Project Cost: $591,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7507, Location: 5.1 M N Jct NM-14/I-25 (Lat: 35.635606, Lng: -105.954578), Route carried "on" structure: Interstate 25, Year Built: 1974, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 16,630 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 30,646 (year 2040), Design Load: HS 20, Features Intersected: US-84-285 UNDER RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 455.122, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $40,000, Total Project Cost: $591,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7508, Location: 0.1 MI N OF JCT I-25/US84 (Lat: 35.638589, Lng: -105.956356), Route carried "on" structure: City street 4727, Year Built: 1974, Status: Open, Structure Length: 7.90m (25.92ft), Average Daily Traffic: 5,998 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,718 (year 2040), Design Load: HS 20, Features Intersected: US-84 NBL/SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.72m (28.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $735,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7508, Location: 0.1 MI N OF JCT I-25/US84 (Lat: 35.638589, Lng: -105.956356), Route carried "on" structure: City street 4727, Year Built: 1974, Status: Open, Structure Length: 7.90m (25.92ft), Average Daily Traffic: 5,998 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,718 (year 2040), Design Load: HS 20, Features Intersected: US-84 NBL/SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.72m (28.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $735,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7977, Location: NM 14 MM 45.15 (Lat: 35.592531, Lng: -106.052594), Route carried "on" structure: State highway 14, Year Built: 1979, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 9,889 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 13,119 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.662, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $18,000, Total Project Cost: $279,000 ( Estimate for 2030)
Structure Number: 7977, Location: NM 14 MM 45.15 (Lat: 35.592531, Lng: -106.052594), Route carried "on" structure: State highway 14, Year Built: 1979, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 9,889 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 13,119 (year 2040), Design Load: HS 20, Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.662, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $18,000, Total Project Cost: $279,000 ( Estimate for 2030)
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Structure Number: 8012, Location: JCT DELGADO/PALACE AVE (Lat: 35.683681, Lng: -105.924947), Route carried "on" structure: City street 4750, Year Built: 1977, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,427 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,956 (year 2040), Design Load: HS 15, Features Intersected: SAIZ ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $51,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8012, Location: JCT DELGADO/PALACE AVE (Lat: 35.683681, Lng: -105.924947), Route carried "on" structure: City street 4750, Year Built: 1977, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,427 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,956 (year 2040), Design Load: HS 15, Features Intersected: SAIZ ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $51,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous