Bridge Statistics for White Sands, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 52ft / 15.5mTotal length
- $1,363,000Total costs
- 50,506Total average daily traffic
- 3,215Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for White Sands
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 21960-1969
- 21970-1979
- 11980-1989
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 12010-2019
- 12020-2022
- Bridge Condition - Channel
- 12.5%Very good
- 62.5%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 25.0%Good
- 37.5%Satisfactory
- 37.5%Fair
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Structure Number: 6037, Location: 7.8 MI W DONA ANA/OTERO L (Lat: 32.438611, Lng: -106.467892), Route carried "on" structure: US 70, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.749, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $395,000
Structure Number: 6037, Location: 7.8 MI W DONA ANA/OTERO L (Lat: 32.438611, Lng: -106.467892), Route carried "on" structure: US 70, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.749, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $395,000
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Structure Number: 6041, Location: 8.9 MI W DONA ANA/OTERO L (Lat: 32.437867, Lng: -106.485828), Route carried "on" structure: US 70, Year Built: 1958, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 12,521 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,664 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 272.140, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), 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-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 6041, Location: 8.9 MI W DONA ANA/OTERO L (Lat: 32.437867, Lng: -106.485828), Route carried "on" structure: US 70, Year Built: 1958, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 12,521 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,664 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 272.140, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), 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-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 7996, Location: 0.75 MI. EAST OF W.S.M.R. (Lat: 32.442228, Lng: -106.458967), Route carried "on" structure: US 70, Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 274.393, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 23 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: Satisfactory, Culverts: Fair, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $380,000
Structure Number: 7996, Location: 0.75 MI. EAST OF W.S.M.R. (Lat: 32.442228, Lng: -106.458967), Route carried "on" structure: US 70, Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 274.393, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 23 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: Satisfactory, Culverts: Fair, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $380,000
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Structure Number: 7997, Location: 1.38 MI. EAST OF W.S.M.R. (Lat: 32.446558, Lng: -106.449714), Route carried "on" structure: US 70, Year Built: 1979, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.198, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $38,000, Total Project Cost: $584,000
Structure Number: 7997, Location: 1.38 MI. EAST OF W.S.M.R. (Lat: 32.446558, Lng: -106.449714), Route carried "on" structure: US 70, Year Built: 1979, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.198, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $38,000, Total Project Cost: $584,000
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Structure Number: 9324, Location: 19.47 M E US-70/I-25 INT (Lat: 32.438300, Lng: -106.470775), Route carried "on" structure: US 70, Year Built: 2005, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: OWEN ROAD(WSNR)INTERCHGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.428, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9324, Location: 19.47 M E US-70/I-25 INT (Lat: 32.438300, Lng: -106.470775), Route carried "on" structure: US 70, Year Built: 2005, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: OWEN ROAD(WSNR)INTERCHGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.428, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9325, Location: 19.4 MI E of I-25/US-70 (Lat: 32.438481, Lng: -106.470786), Route carried "on" structure: US 70, Year Built: 2005, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: Owen Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.427, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9325, Location: 19.4 MI E of I-25/US-70 (Lat: 32.438481, Lng: -106.470786), Route carried "on" structure: US 70, Year Built: 2005, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 7,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,338 (year 2040), Design Load: HS 20, Features Intersected: Owen Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.427, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: L2020634, Location: 12 mi E. of Las Cruces (Lat: 32.370431, Lng: -106.558589), Route carried "on" structure: Spur Federal lands road , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 38 (year 2019), Average Future Daily Traffic: 50 (year 2041), Design Load: HS 20, Features Intersected: Aguirre Spring, Facility Carried by Structure: 4101: ORGAN MTN EA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.654, Lanes on structure: 1, Owner: Bureau of Land Management, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: L2020634, Location: 12 mi E. of Las Cruces (Lat: 32.370431, Lng: -106.558589), Route carried "on" structure: Spur Federal lands road , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 38 (year 2019), Average Future Daily Traffic: 50 (year 2041), Design Load: HS 20, Features Intersected: Aguirre Spring, Facility Carried by Structure: 4101: ORGAN MTN EA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.654, Lanes on structure: 1, Owner: Bureau of Land Management, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: DAPATEWHI0RR1B1, Location: 0.3 MI N FR SOLAR PANELS (Lat: 32.403011, Lng: -106.479581), Route carried "on" structure: ServiceOther road , Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 40%, Average Future Daily Traffic: 100 (year 2043), Features Intersected: STORM DRAINAGE, Facility Carried by Structure: NM 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Army, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPATEWHI0RR1B1, Location: 0.3 MI N FR SOLAR PANELS (Lat: 32.403011, Lng: -106.479581), Route carried "on" structure: ServiceOther road , Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 40%, Average Future Daily Traffic: 100 (year 2043), Features Intersected: STORM DRAINAGE, Facility Carried by Structure: NM 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Army, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: DAPATEWHICANB16, Location: 0.3 M S MKL AVE (Lat: 32.368169, Lng: -106.479461), Route carried "on" structure: ServiceOther road , Year Built: 1960, Year Reconstructed: 2020, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 100 (year 2043), Design Load: HL 93, Features Intersected: STROM DRAINAGE, Facility Carried by Structure: HEADQUARTERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.87m (6.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPATEWHICANB16, Location: 0.3 M S MKL AVE (Lat: 32.368169, Lng: -106.479461), Route carried "on" structure: ServiceOther road , Year Built: 1960, Year Reconstructed: 2020, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 100 (year 2043), Design Load: HL 93, Features Intersected: STROM DRAINAGE, Facility Carried by Structure: HEADQUARTERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.87m (6.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: DAPATEWHISVADB1, Location: 0.15 MI S of HWY 213 (Lat: 32.347789, Lng: -106.449689), Route carried "on" structure: ServiceOther road , Year Built: 2017, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2043), Features Intersected: Storm Drainage, Facility Carried by Structure: SVAD Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 0.8m (2.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: DAPATEWHISVADB1, Location: 0.15 MI S of HWY 213 (Lat: 32.347789, Lng: -106.449689), Route carried "on" structure: ServiceOther road , Year Built: 2017, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2043), Features Intersected: Storm Drainage, Facility Carried by Structure: SVAD Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 0.8m (2.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 9324, Location: 19.47 M E US-70/I-25 INT (Lat: 32.438300, Lng: -106.470775), Route carried "under" structure: State highway 13003, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2020), Truck Traffic: 21%, Features Intersected: OWEN ROAD(WSNR)INTERCHGE, Facility Carried by Structure: US-70 EBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 9324, Location: 19.47 M E US-70/I-25 INT (Lat: 32.438300, Lng: -106.470775), Route carried "under" structure: State highway 13003, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2020), Truck Traffic: 21%, Features Intersected: OWEN ROAD(WSNR)INTERCHGE, Facility Carried by Structure: US-70 EBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 9325, Location: 19.4 MI E of I-25/US-70 (Lat: 32.438481, Lng: -106.470786), Route carried "under" structure: State highway 13003, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2020), Truck Traffic: 21%, Features Intersected: Owen Road, Facility Carried by Structure: US-70 WBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 9325, Location: 19.4 MI E of I-25/US-70 (Lat: 32.438481, Lng: -106.470786), Route carried "under" structure: State highway 13003, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2020), Truck Traffic: 21%, Features Intersected: Owen Road, Facility Carried by Structure: US-70 WBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.5m (109.9ft)