Bridge Statistics for Alamogordo, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2185,  Location: 0.5 M N JCT US70/ALAMOGOR (Lat: 32.875386,  Lng: -105.962164),  Route carried "on" structure: US 4923,  Year Built: 1934,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 16,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,093 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.802,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 84.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $395,000 ( Estimate for 2020)

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Structure Number: 2187,  Location: 1.0 M N JCT US70/ALAMOGOR (Lat: 32.881181,  Lng: -105.960144),  Route carried "on" structure: US 4923,  Year Built: 1934,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 16,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,093 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.865,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 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: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $343,000 ( Estimate for 2020)

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Structure Number: 2188,  Location: 1.1 M N JCT US70/ALAMOGOR (Lat: 32.882828,  Lng: -105.960164),  Route carried "on" structure: City street 4923,  Year Built: 1934,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 16,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,093 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.884,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 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: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000 ( Estimate for 2020)

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Structure Number: 2199,  Location: 2.47 MI SW OF US-54/ALAMO (Lat: 32.856100,  Lng: -106.007481),  Route carried "on" structure: US 70,  Year Built: 1937,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 15,029 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 338.268,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: April 2021

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Structure Number: 22,  Location: 1.38 MI SW OF US-54/ALAMO (Lat: 32.862850,  Lng: -105.990528),  Route carried "on" structure: US 70,  Year Built: 1937,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 15,029 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 340.569,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 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 2019

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Structure Number: 2252,  Location: 0.55 MI SW OF US-54/ALAMO (Lat: 32.867750,  Lng: -105.977806),  Route carried "on" structure: US 70,  Year Built: 1937,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15,029 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 341.361,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 2253,  Location: 0.25 MI SW OF US-54/ALAMO (Lat: 32.869681,  Lng: -105.973142),  Route carried "on" structure: US 70,  Year Built: 1937,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 15,029 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 342.387,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $242,000 ( Estimate for 2020)

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Structure Number: 2255,  Location: 3.3 MI N OF US-70/ALAMOGO (Lat: 32.915500,  Lng: -105.960500),  Route carried "on" structure: City street 4923,  Year Built: 1933,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 14,208 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,151 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.743,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  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: 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $350,000 ( Estimate for 2020)

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Structure Number: 2256,  Location: 4.7 MI N OF US-70/ALAMOGO (Lat: 32.934136,  Lng: -105.963706),  Route carried "on" structure: US 54,  Year Built: 1933,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,761 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,800 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.811,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 85.9 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: Equal to present minimum criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000 ( Estimate for 2020)

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Structure Number: 2257,  Location: 0.46 MI S OF US82/ALAMOGO (Lat: 32.936772,  Lng: -105.964781),  Route carried "on" structure: City street 4923,  Year Built: 1933,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,761 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,800 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.125,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000 ( Estimate for 2020)

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Structure Number: 2258,  Location: 0.19 MI S OF US82/ALAMOGO (Lat: 32.940483,  Lng: -105.966294),  Route carried "on" structure: US 54,  Year Built: 1933,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,761 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,800 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.688,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 84.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $154,000 ( Estimate for 2020)

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Structure Number: 2259,  Location: 0.26 MI N OF US82/ALAMOGO (Lat: 32.946700,  Lng: -105.968800),  Route carried "on" structure: US 54,  Year Built: 1933,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 12,729 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,486 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.764,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $265,000 ( Estimate for 2020)

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Structure Number: 5788,  Location: 2.47 MI SW OF US54/ALAMO (Lat: 32.855758,  Lng: -106.007314),  Route carried "on" structure: US 70,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 15,029 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 338.812,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 5789,  Location: 1.38 MI SW OF US54/ALAMO (Lat: 32.862553,  Lng: -105.990414),  Route carried "on" structure: US 70,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 15,029 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 340.569,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019

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Structure Number: 579,  Location: 0.8 MI SW JCT US-54/ALAMO (Lat: 32.866169,  Lng: -105.981619),  Route carried "on" structure: US 70,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 15,029 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 339.875,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $412,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $619,000 ( Estimate for 2020)

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Structure Number: 7052,  Location: 1.2 MI N 1st/Alamogordo (Lat: 32.904431,  Lng: -105.925697),  Route carried "on" structure: City street 4920,  Year Built: 1940,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,975 (year 2020),  Average Future Daily Traffic: 6,452 (year 2040),  Design Load: H 15,  Features Intersected: MCKINLEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.8 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7517,  Location: 0.36 M E of US70/Alamogor (Lat: 32.874447,  Lng: -105.964089),  Route carried "on" structure: US 54,  Year Built: 1975,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 16,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,093 (year 2040),  Design Load: HS 20,  Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.880,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7518,  Location: 0.36 M E of US70/Alamogor (Lat: 32.874239,  Lng: -105.964106),  Route carried "on" structure: US 54,  Year Built: 1975,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 16,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,093 (year 2040),  Design Load: HS 20,  Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.880,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $532,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $799,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7557,  Location: 0.17 MI S OF US70/ALAMOGO (Lat: 32.869081,  Lng: -105.968719),  Route carried "on" structure: US 54,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,942 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,180 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.132,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 20 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 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: June 2021

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Structure Number: 7558,  Location: 0.3 MI S OF US70/ALAMOGOR (Lat: 32.867247,  Lng: -105.968572),  Route carried "on" structure: US 54,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,942 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,180 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.927,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: 7559,  Location: 0.46 MI S OF US70/ALAMOGO (Lat: 32.864978,  Lng: -105.968389),  Route carried "on" structure: US 54,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,942 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,180 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.671,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019

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Structure Number: 756,  Location: 0.71 MI S OF US70/ALAMOGO (Lat: 32.861394,  Lng: -105.968103),  Route carried "on" structure: US 54,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,942 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,180 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.193,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 21 degrees,  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: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Fair,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 7561,  Location: 1.81 MI S OF US70/ALAMOGO (Lat: 32.845539,  Lng: -105.970469),  Route carried "on" structure: US 54,  Year Built: 1975,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 11,942 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,180 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.542,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $294,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $441,000 ( Estimate for 2020)

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Structure Number: 7599,  Location: 200' E OF SCENIC DRIVE (Lat: 32.917683,  Lng: -105.925169),  Route carried "on" structure: State highway 5902,  Year Built: 1976,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 183 (year 2020),  Average Future Daily Traffic: 247 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to 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: June 2020

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Structure Number: 9037,  Location: 0.23 MI S OF 1ST STREET (Lat: 32.886575,  Lng: -105.930153),  Route carried "on" structure: City street 4920,  Year Built: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,913 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,827 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: Good,  Culverts: Good,  Operating Rating: 47.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 9038,  Location: 0.41 MI S OF 1ST STREET (Lat: 32.884033,  Lng: -105.930150),  Route carried "on" structure: City street 4920,  Year Built: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,913 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,827 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 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: Good,  Culverts: Good,  Operating Rating: 37.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 9039,  Location: 0.5 MI S OF 1ST STREET (Lat: 32.882792,  Lng: -105.930147),  Route carried "on" structure: City street 4920,  Year Built: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,913 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,827 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 13 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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 9084,  Location: 0.32 M E Jct US54/US-70 (Lat: 32.873647,  Lng: -105.965194),  Route carried "on" structure: City street 4923,  Year Built: 2002,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 16,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,093 (year 2040),  Design Load: HS 20,  Features Intersected: Alamogordo Bypass US-54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.473,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9087,  Location: 4.4 M S. JCT US 70/54 (Lat: 32.880681,  Lng: -105.969411),  Route carried "on" structure: US 54,  Year Built: 2002,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 11,191 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,570 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH DIVERSION CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.1m (105.3ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019

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Structure Number: 9093,  Location: 2.80 Miles N of junction (Lat: 32.907347,  Lng: -105.970069),  Route carried "on" structure: US 54,  Year Built: 2001,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,054 (year 2020),  Average Future Daily Traffic: 8,525 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 9094,  Location: 2.83 M N OF JCT. 70/54 (Lat: 32.907800,  Lng: -105.970100),  Route carried "on" structure: US 54,  Year Built: 2001,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,054 (year 2020),  Average Future Daily Traffic: 8,525 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.554,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 9095,  Location: 2.9 Mi N of US-54/70 (Lat: 32.908214,  Lng: -105.970064),  Route carried "on" structure: US 54,  Year Built: 2001,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,054 (year 2020),  Average Future Daily Traffic: 8,525 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.603,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 9096,  Location: 2.80 miles N of US 54/70 (Lat: 32.908614,  Lng: -105.970064),  Route carried "on" structure: US 54,  Year Built: 2001,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 12,054 (year 2020),  Average Future Daily Traffic: 8,525 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.651,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 9099,  Location: 0.25 Mi E Jct-US-54/70 (Lat: 32.939964,  Lng: -105.970211),  Route carried "on" structure: US 54,  Year Built: 2002,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 10,806 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,671 (year 2040),  Design Load: HS 20,  Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.553,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9148,  Location: 0.2 MI. N OF JCT 1ST/WASH (Lat: 32.892517,  Lng: -105.943403),  Route carried "on" structure: City street 4919,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 800 (year 2020),  Average Future Daily Traffic: 4,918 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9149,  Location: Tenth street (Lat: 32.899628,  Lng: -105.933536),  Route carried "on" structure: City street 4903,  Year Built: 1960,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,377 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,022 (year 2040),  Design Load: HS 20,  Features Intersected: UNKNOWN WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9238,  Location: 32.6 MI S US-70/ALAMOGORD (Lat: 32.415342,  Lng: -106.072764),  Route carried "on" structure: US 54,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,927 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,316 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.542,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020

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Structure Number: 9356,  Location: EB RAMP US-70 @ H/AFB (Lat: 32.830275,  Lng: -106.066478),  Route carried "on" structure: Ramp City street 35703,  Year Built: 1980,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,361 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,083 (year 2040),  Design Load: HS 20,  Features Intersected: DILLARD RED ARROYO,  Facility Carried by Structure: 35-0703
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 9428,  Location: 200' n OF FK5902 (Lat: 32.918222,  Lng: -105.925825),  Route carried "on" structure: City street 4920,  Year Built: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,975 (year 2020),  Average Future Daily Traffic: 6,452 (year 2040),  Design Load: HS 20,  Features Intersected: McKINLEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 9553,  Location: 80' W of Wash/Ninth st (Lat: 32.898897,  Lng: -105.943725),  Route carried "on" structure: City street 3501,  Year Built: 2014,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 183 (year 2020),  Average Future Daily Traffic: 247 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway,  Facility Carried by Structure: Ninth Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 9596,  Location: .2 Mi. E. of US-70 Panora (Lat: 32.865956,  Lng: -105.962897),  Route carried "on" structure: City street 35000,  Year Built: 2012,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,122 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,458 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Unkown Waterway,  Facility Carried by Structure: 35-Z000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 37.6 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,  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 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $500,000 ( Estimate for 2070)

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Structure Number: 9624,  Location: 1.3 Mi N Jct US 70/Alamog (Lat: 32.885594,  Lng: -105.960189),  Route carried "on" structure: City street 4923,  Year Built: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 16,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,093 (year 2040),  Design Load: HS 20,  Features Intersected: Unammed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.157,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: April 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2080)

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Structure Number: 9644,  Location: 700' s of 1 st. S. Fl (Lat: 32.888139,  Lng: -105.952311),  Route carried "on" structure: City street 1301,  Year Built: 2013,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 6,744 (year 2020),  Average Future Daily Traffic: 5,853 (year 2040),  Design Load: HL 93,  Features Intersected: Mckinley Ditch,  Facility Carried by Structure: South Florida Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 9657,  Location: 0.05 Miles north of 1st (Lat: 32.891164,  Lng: -105.946381),  Route carried "on" structure: City street 3500,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,903 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,730 (year 2040),  Design Load: H 15,  Features Intersected: Unnamed waterway,  Facility Carried by Structure: 35-000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 9665,  Location: .8 miles east of US 70/54 (Lat: 32.927225,  Lng: -105.946894),  Route carried "on" structure: City street 3500,  Year Built: 2014,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,823 (year 2020),  Average Future Daily Traffic: 1,510 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Water way,  Facility Carried by Structure: Fairground Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 9666,  Location: 3.11 M N of US-82 (Lat: 32.985747,  Lng: -105.984711),  Route carried "on" structure: US 54,  Year Built: 2016,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,748 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,296 (year 2040),  Design Load: HS 20,  Features Intersected: La Luz Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.690,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Bituminous