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

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Structure Number: 231,  Location: 1.2 MI N JCT US70 N/ROSWL (Lat: 33.489706,  Lng: -104.519208),  Route carried "on" structure: US 285,  Year Built: 1938,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,701 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,084 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.005,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $95,000 ( Estimate for 2020)

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Structure Number: 2367,  Location: 500' E OF WASHINGTION (Lat: 33.401042,  Lng: -104.531169),  Route carried "on" structure: City street 5714,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,615 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,632 (year 2040),  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $69,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2371,  Location: 0.6 M N OF US-380 ON LEA (Lat: 33.402389,  Lng: -104.528967),  Route carried "on" structure: City street 5724,  Year Built: 1955,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,658 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,703 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.6 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 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2391,  Location: 50' N OF 7TH STREET (Lat: 33.400131,  Lng: -104.531806),  Route carried "on" structure: City street 5818,  Year Built: 1955,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,094 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,412 (year 2040),  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $97,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2396,  Location: JCT 7TH & WASHINGTION (Lat: 33.399906,  Lng: -104.532047),  Route carried "on" structure: City street 5704,  Year Built: 1930,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $120,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2819,  Location: 100' N OF 10TH STREET (Lat: 33.403731,  Lng: -104.526083),  Route carried "on" structure: City street 5703,  Year Built: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: November 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $128,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2861,  Location: 0.7 M S JCT US-380/ROSWEL (Lat: 33.385500,  Lng: -104.528908),  Route carried "on" structure: City street 5724,  Year Built: 1938,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,274 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,335 (year 2040),  Design Load: HS 20,  Features Intersected: HONDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  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: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 61.6 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $50,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 529,  Location: JCT MCGAFFEY-UNION/ROSWEL (Lat: 33.379672,  Lng: -104.535853),  Route carried "on" structure: City street 4708,  Year Built: 1953,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,909 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,498 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HONDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.150,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5291,  Location: 0.7 M N OF US-380/ROSWELL (Lat: 33.403922,  Lng: -104.522711),  Route carried "on" structure: City street 4685,  Year Built: 1953,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 16,092 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,645 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 535.221,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $291,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5292,  Location: 0.3 M S US-285/380-ROSWEL (Lat: 33.388892,  Lng: -104.522669),  Route carried "on" structure: City street 4685,  Year Built: 1953,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 17,762 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,986 (year 2040),  Design Load: HS 20,  Features Intersected: HONDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.096,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5553,  Location: 3.5 MI S US-380/ROSWELL (Lat: 33.346406,  Lng: -104.508331),  Route carried "on" structure: City street 4685,  Year Built: 1947,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,473 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,311 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.056,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 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: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $191,000 ( Estimate for 2020)

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Structure Number: 5554,  Location: 4.2 M S JCT US70/380-285 (Lat: 33.335614,  Lng: -104.505750),  Route carried "on" structure: US 4685,  Year Built: 1947,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 9,473 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,311 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.383,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  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,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $30,000 ( Estimate for 2020)

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Structure Number: 5677,  Location: 2.8 MI W OF US-285/ROSWEL (Lat: 33.394117,  Lng: -104.570697),  Route carried "on" structure: US 380,  Year Built: 1955,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,696 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,794 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.633,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 69.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $958,000 ( Estimate for 2020)

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Structure Number: 609,  Location: 0.2 MI S OF US-380/ROSWEL (Lat: 33.390831,  Lng: -104.514303),  Route carried "on" structure: City street 5722,  Year Built: 1960,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,377 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,503 (year 2040),  Design Load: H 15,  Features Intersected: HONDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6091,  Location: 0.6 MI N OF US-380/ROSWEL (Lat: 33.403231,  Lng: -104.514247),  Route carried "on" structure: City street 5722,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,591 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,482 (year 2040),  Design Load: H 15,  Features Intersected: NORTH SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2080),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6373,  Location: 3.5 M N Jct US380/Roswell (Lat: 33.444775,  Lng: -104.523300),  Route carried "on" structure: City street 4685,  Year Built: 1963,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 16,458 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,160 (year 2040),  Design Load: HS 20,  Features Intersected: South Berrendo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 541.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $598,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6374,  Location: 3.5 M N Jct US380/Roswell (Lat: 33.444850,  Lng: -104.523139),  Route carried "on" structure: City street 4685,  Year Built: 1963,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 16,458 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,160 (year 2040),  Design Load: HS 20,  Features Intersected: Berrendo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 541.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $598,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6637,  Location: 12.4 MI S OF NM2/S ROSWEL (Lat: 33.124411,  Lng: -104.442717),  Route carried "on" structure: US 285,  Year Built: 1963,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,020 (year 2040),  Design Load: HS 20,  Features Intersected: ZUBER DIVERSION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.057,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 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: Satisfactory,  Operating Rating: 43.7 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: 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: 7396,  Location: 4.9 M N JCT US-285/US-380 (Lat: 33.465144,  Lng: -104.522386),  Route carried "on" structure: City street 4685,  Year Built: 1975,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 5,001 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,859 (year 2040),  Design Load: HS 20,  Features Intersected: MIDDLE BERRENDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 542.690,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7817,  Location: 3 M S & 2.7 M W US-70/285 (Lat: 33.350183,  Lng: -104.573731),  Route carried "on" structure: County highway 51184,  Year Built: 1974,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Features Intersected: RIO HONDO,  Facility Carried by Structure: 05-0184
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $102,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7941,  Location: 1.8 MI N JCT US-380/NM253 (Lat: 33.420922,  Lng: -104.469892),  Route carried "on" structure: County highway 51006,  Year Built: 1978,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,198 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,030 (year 2040),  Design Load: HS 20,  Features Intersected: BERRENDO CREEK,  Facility Carried by Structure: 05-0106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8308,  Location: .28 N OF W 2ND ST ROSWELL (Lat: 33.398322,  Lng: -104.536150),  Route carried "on" structure: City street 4705,  Year Built: 1979,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 7,169 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,030 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 8713,  Location: 5.3 M E JCT US-285/ROSWEL (Lat: 33.395053,  Lng: -104.431439),  Route carried "on" structure: US 380,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,774 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,027 (year 2040),  Design Load: HS 20,  Features Intersected: HAGERMAN IRRI. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.655,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

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Structure Number: 8901,  Location: 3.8 Mi West of US-70/380 (Lat: 33.444703,  Lng: -104.568494),  Route carried "on" structure: US 285,  Year Built: 1996,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 2,542 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,962 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH BERRENDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.910,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8902,  Location: 6.9 MI OF US-70/380 (Lat: 33.469225,  Lng: -104.528206),  Route carried "on" structure: US 285,  Year Built: 1997,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 2,493 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,924 (year 2040),  Design Load: HS 20,  Features Intersected: MIDDLE BERRANDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.738,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8903,  Location: Junction US-70/285 (Lat: 33.473736,  Lng: -104.520783),  Route carried "on" structure: US 70,  Year Built: 1997,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 2,493 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,924 (year 2040),  Design Load: HS 20,  Features Intersected: US-285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 542.993,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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,  Other Special Inspection Frequency: Every 35 months,  Inspection Date: March 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8998,  Location: 2.34 MI NE OF US-285 (Lat: 33.492281,  Lng: -104.491353),  Route carried "on" structure: US 70,  Year Built: 1995,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,906 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,471 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 546.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 9021,  Location: 8 M N JCT US70/ROSWELL (Lat: 33.588231,  Lng: -104.520869),  Route carried "on" structure: US 285,  Year Built: 2000,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 2,701 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,084 (year 2040),  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.788,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9027,  Location: 13 MI N OF JCT US-70/285 (Lat: 33.651589,  Lng: -104.562100),  Route carried "on" structure: US 285,  Year Built: 1999,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 2,701 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,084 (year 2040),  Design Load: HS 20,  Features Intersected: MACHO DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.835,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9032,  Location: 2.62 MI S US-70/380 (Lat: 33.358317,  Lng: -104.582733),  Route carried "on" structure: City street 285,  Year Built: 1994,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,046 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.259,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 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: July 2021

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Structure Number: 9033,  Location: 2.49 MI S US-70/380 (Lat: 33.363797,  Lng: -104.583511),  Route carried "on" structure: US 285,  Year Built: 1994,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,046 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019

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Structure Number: 9034,  Location: 1.34 MI S OF US-70/380 (Lat: 33.374800,  Lng: -104.583417),  Route carried "on" structure: US 285,  Year Built: 1994,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,724 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,505 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.461,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019

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Structure Number: 9076,  Location: JCT KENTUCKY & 9TH ST (Lat: 33.402283,  Lng: -104.527486),  Route carried "on" structure: City street 5702,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $156,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9077,  Location: JCT MISSOURI & 9TH ST (Lat: 33.402633,  Lng: -104.530411),  Route carried "on" structure: City street 5701,  Year Built: 1930,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $132,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9088,  Location: 800' S OF COLLEGE BLVD (Lat: 33.406497,  Lng: -104.505669),  Route carried "on" structure: City street 4710,  Year Built: 1930,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 4,640 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,197 (year 2040),  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9122,  Location: 100'N JCT RICHARDSON&10TH (Lat: 33.403744,  Lng: -104.524447),  Route carried "on" structure: City street 5815,  Year Built: 1998,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,701 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,771 (year 2040),  Design Load: HS 20,  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.4 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $132,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9125,  Location: 1.0 MI N OF JCT US-380 (Lat: 33.409156,  Lng: -104.470044),  Route carried "on" structure: State highway 5125,  Year Built: 2000,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,198 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,030 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Hondo River,  Facility Carried by Structure: C1-106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9129,  Location: 150' W JCT US-285 & ALB. (Lat: 33.387786,  Lng: -104.523450),  Route carried "on" structure: City street 5710,  Year Built: 1979,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Features Intersected: HONDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $214,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 914,  Location: JCT. OF W.BLAND/PENNSLYV. (Lat: 33.386800,  Lng: -104.525800),  Route carried "on" structure: City street 5703,  Year Built: 1972,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $50,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9147,  Location: 1.2 MI. S JCT. US70/380 (Lat: 33.375786,  Lng: -104.541167),  Route carried "on" structure: City street 4704,  Year Built: 1972,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,232 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,740 (year 2040),  Design Load: HS 20,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $114,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9199,  Location: 300' S JCT US 380 & ELM (Lat: 33.393053,  Lng: -104.511197),  Route carried "on" structure: City street 5000,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 163 (year 2020),  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 15,  Features Intersected: RIO HONDO,  Facility Carried by Structure: 05-Z000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 92,  Location: 100' S OF TILDEN ST. (Lat: 33.389547,  Lng: -104.521103),  Route carried "on" structure: City street 5817,  Year Built: 1960,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,841 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,630 (year 2040),  Design Load: HS 15,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous