Bridge Statistics for El Paso, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 240720255203049,  Location: 0.3 MI N OF IH 10 (Lat: 31.705531,  Lng: -106.280950),  Route carried "on" structure: State highway 375,  Year Built: 2005,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 45,100 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,140 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: ROJAS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.296,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24072025520305,  Location: 1.59 MI N OF IH 10 (Lat: 31.719039,  Lng: -106.268936),  Route carried "on" structure: State highway 375,  Year Built: 2005,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 70,140 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 81,000 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: BOB HOPE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.577,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255203051,  Location: 2.00 MI NE OF IH 10 (Lat: 31.726461,  Lng: -106.267053),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LP 375,  Facility Carried by Structure: PELLICANO DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24072025520309,  Location: LOOP 375 AT NORTH LOOP (Lat: 31.686431,  Lng: -106.298736),  Route carried "on" structure: State highway 375,  Year Built: 2000,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 22,550 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,570 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: NORTH LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.889,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720255203091,  Location: LOOP 375 AT NORTH LOOP (Lat: 31.687086,  Lng: -106.298228),  Route carried "on" structure: State highway 375,  Year Built: 2000,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 22,550 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,570 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: NORTH LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.889,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720255203092,  Location: LOOP 375 AT PAN AMERICAN (Lat: 31.676006,  Lng: -106.323844),  Route carried "on" structure: State highway 375,  Year Built: 2000,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 14,982 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,410 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: PAN AMERICAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.488,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720255203093,  Location: LOOP 375 AT PAN AMERICAN (Lat: 31.676442,  Lng: -106.323086),  Route carried "on" structure: State highway 375,  Year Built: 2000,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 16,343 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,410 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: PAN AMERICAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.488,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720255203185,  Location: LOOP 375 AT SOCORRO AVE (Lat: 31.678039,  Lng: -106.316828),  Route carried "on" structure: State highway 375,  Year Built: 2000,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 13,150 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,410 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: SOCORRO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.212,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720255203186,  Location: LOOP 375 AT SOCORRO AVE (Lat: 31.678650,  Lng: -106.316236),  Route carried "on" structure: State highway 375,  Year Built: 2000,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 13,150 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,410 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: SOCORRO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.212,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 24072025520327,  Location: LP 375 AT EDGEMERE BLVD (Lat: 31.792647,  Lng: -106.268250),  Route carried "on" structure: State highway 375,  Year Built: 2006,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 39,278 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,200 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: EDGEMERE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.364,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255203271,  Location: 4.5 MI S OF US 62 (Lat: 31.741361,  Lng: -106.267703),  Route carried "on" structure: State highway 375,  Year Built: 2006,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 24,300 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,200 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: VISTA DEL SOL DR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 48.079,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255203272,  Location: 2.00 MI NE OF IH 10 (Lat: 31.725875,  Lng: -106.267594),  Route carried "on" structure: Other road 2,  Year Built: 2005,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LP 375,  Facility Carried by Structure: PELLICANO DR EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255203273,  Location: 3.1 MI S OF US 62 (Lat: 31.761033,  Lng: -106.267925),  Route carried "on" structure: State highway 375,  Year Built: 2006,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 65,790 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 92,110 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: MONTWOOD DR
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 13.015,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255203274,  Location: 2.1 MI S OF US 62 (Lat: 31.776694,  Lng: -106.268111),  Route carried "on" structure: State highway 375,  Year Built: 2006,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 39,278 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,200 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: PEBBLE HILLS BLVD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 44.160,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255203275,  Location: 3.0 MI S OF US 62 (Lat: 31.762950,  Lng: -106.267994),  Route carried "on" structure: State highway 375,  Year Built: 2006,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 69,491 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 92,110 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: ZARAGOSA (FM 659)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.806,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.6m (113.5ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 34.6m (113.5ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24072025520329,  Location: LP 375 & FM 659 I/C (Lat: 31.759172,  Lng: -106.267503),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2013,  Status: Open,  Structure Length: 78.97m (259.09ft),  Average Daily Traffic: 9,392 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2034),  Design Load: HL 93,  Features Intersected: FM 659 (ZARAGOZA)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.172,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 73.5m (241.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255203291,  Location: LP 375 & FM 659 I/C (Lat: 31.764903,  Lng: -106.264678),  Route carried "on" structure: Ramp State highway 659,  Year Built: 2013,  Status: Open,  Structure Length: 75.59m (248.00ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2038),  Design Load: HL 93,  Features Intersected: LP 375
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.323,  Lanes on structure: 1,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 73.5m (241.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204012,  Location: 1.1 MI W CORDOVA INT BR (Lat: 31.759039,  Lng: -106.469250),  Route carried "on" structure: State highway 375,  Year Built: 1972,  Status: Open,  Structure Length: 31.82m (104.40ft),  Average Daily Traffic: 9,530 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,340 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR & FRANKLIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.655,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204013,  Location: 1.5 MI W CORDOVA INT BR (Lat: 31.756833,  Lng: -106.470417),  Route carried "on" structure: State highway 375,  Year Built: 1972,  Status: Open,  Structure Length: 27.74m (91.01ft),  Average Daily Traffic: 9,530 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,340 (year 2033),  Design Load: HS 20,  Features Intersected: OLD ABANDONED RAIL BED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.693,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204014,  Location: 200FT W CORDOVA INTNL BR (Lat: 31.765308,  Lng: -106.452031),  Route carried "on" structure: State highway 375,  Year Built: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 18,991 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,810 (year 2033),  Design Load: HS 20,  Features Intersected: CEBADA DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.163,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 24 months,  Inspection Date: July 2021

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Structure Number: 240720255204019,  Location: 6.6 MI W OF FM 659 (Lat: 31.745550,  Lng: -106.403292),  Route carried "on" structure: State highway 375,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 39,280 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,270 (year 2033),  Design Load: HS 20,  Features Intersected: ASCARATE WASTEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.026,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 79.2m (259.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 240720255204022,  Location: EL PASO ST & MEXICO BORD (Lat: 31.747719,  Lng: -106.486933),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 29.93m (98.20ft),  Average Daily Traffic: 14,586 (year 2011),  Average Future Daily Traffic: 14,636 (year 2031),  Design Load: HS 20,  Features Intersected: LOOP-375/RIO GRANDE,  Facility Carried by Structure: EL PASO ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.93m (98.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $108,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204023,  Location: AT STANTON ST & MEXICO BO (Lat: 31.748400,  Lng: -106.482622),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 26.82m (87.99ft),  Average Daily Traffic: 14,586 (year 2011),  Average Future Daily Traffic: 14,636 (year 2031),  Design Load: HS 20,  Features Intersected: LOOP-375/RIO GRANDE,  Facility Carried by Structure: STANTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.82m (87.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $96,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204024,  Location: 4.7 MI SE OF US 54 (Lat: 31.731569,  Lng: -106.378408),  Route carried "on" structure: State highway 375,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,240 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,130 (year 2033),  Design Load: HS 20,  Features Intersected: MIDWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.145,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204025,  Location: 4.7 MI SE OF US 54 (Lat: 31.731511,  Lng: -106.378500),  Route carried "on" structure: State highway 375,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,240 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,130 (year 2033),  Design Load: HS 20,  Features Intersected: MIDWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.145,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204026,  Location: 6.3 MI SE OF US 54 (Lat: 31.711450,  Lng: -106.367808),  Route carried "on" structure: State highway 375,  Year Built: 1982,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,760 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,870 (year 2033),  Design Load: HS 20,  Features Intersected: YARBROUGH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204027,  Location: 6.3 MI SE OF US 54 (Lat: 31.711369,  Lng: -106.367858),  Route carried "on" structure: State highway 375,  Year Built: 1982,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,760 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,870 (year 2033),  Design Load: HS 20,  Features Intersected: YARBROUGH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204028,  Location: 1.9 MI SE OF US 54 (Lat: 31.753419,  Lng: -106.418122),  Route carried "on" structure: State highway 375,  Year Built: 1987,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,240 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,130 (year 2033),  Design Load: HS 20,  Features Intersected: FONSECA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.638,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204029,  Location: 1.9 MI SE OF US 54 (Lat: 31.753319,  Lng: -106.418131),  Route carried "on" structure: State highway 375,  Year Built: 1987,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,240 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,130 (year 2033),  Design Load: HS 20,  Features Intersected: FONSECA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.638,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204046,  Location: 8.2 MI SE OF US 54 (Lat: 31.691850,  Lng: -106.345056),  Route carried "on" structure: State highway 375,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,760 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,870 (year 2033),  Design Load: HS 20,  Features Intersected: PADRES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.441,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204047,  Location: 8.2 MI SE OF US 54 (Lat: 31.691475,  Lng: -106.344583),  Route carried "on" structure: State highway 375,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 17,760 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,870 (year 2033),  Design Load: HS 20,  Features Intersected: PADRES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.441,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204053,  Location: .2 MI S JCT US 62/180 (Lat: 31.764311,  Lng: -106.450928),  Route carried "on" structure: State highway 375,  Year Built: 1998,  Status: Open,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 644 (year 2020),  Average Future Daily Traffic: 900 (year 2040),  Features Intersected: L375; RIO GRANDE; DELTA,  Facility Carried by Structure: BOTA INTERNL NBTRK
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 6,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.73m (68.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720255204054,  Location: .2 MI S JCT US 62-180 (Lat: 31.764372,  Lng: -106.451239),  Route carried "on" structure: State highway 375,  Year Built: 1998,  Status: Open,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 7,548 (year 2020),  Average Future Daily Traffic: 9,000 (year 2040),  Features Intersected: L375 RIO GRANDE DELTA ST,  Facility Carried by Structure: BOTA INTERNL NBCAR
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 6,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.73m (68.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720255204055,  Location: .2MI S JCT US 62-180 (Lat: 31.764433,  Lng: -106.451475),  Route carried "on" structure: State highway 375,  Year Built: 1998,  Status: Open,  Structure Length: 20.45m (67.09ft),  Average Daily Traffic: 11,135 (year 2020),  Average Future Daily Traffic: 15,000 (year 2040),  Features Intersected: L375 RIO GRANDE DELTA ST,  Facility Carried by Structure: BOTA INTERNLSBCAR
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 6,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.45m (67.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720255204056,  Location: .2 MI S JCT US 62-180 (Lat: 31.764481,  Lng: -106.451667),  Route carried "on" structure: State highway 375,  Year Built: 1998,  Status: Open,  Structure Length: 20.45m (67.09ft),  Average Daily Traffic: 719 (year 2020),  Average Future Daily Traffic: 900 (year 2040),  Features Intersected: SL375 RIOGRANDE DELTA,  Facility Carried by Structure: BOTA INTERNL SBTRK
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 93.617,  Lanes on structure: 2,  Lanes under structure: 6,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.45m (67.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720255204268,  Location: 1.5 MI W CORDOVA INT BR (Lat: 31.756878,  Lng: -106.470622),  Route carried "on" structure: State highway 375,  Year Built: 1972,  Status: Open,  Structure Length: 27.74m (91.01ft),  Average Daily Traffic: 8,200 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,250 (year 2031),  Design Load: HS 20,  Features Intersected: OLD ABANDONED RAIL BED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.767,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204269,  Location: 1.1 MI W CORDOVA INT BR (Lat: 31.761031,  Lng: -106.466486),  Route carried "on" structure: State highway 375,  Year Built: 1972,  Status: Open,  Structure Length: 31.82m (104.40ft),  Average Daily Traffic: 8,200 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,250 (year 2029),  Design Load: HS 20,  Features Intersected: UP RR & FRANKLIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.153,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720255204304,  Location: US62/SL375 INTERCHANGE (Lat: 31.760183,  Lng: -106.471333),  Route carried "on" structure: Ramp US 62,  Year Built: 2018,  Status: Open,  Structure Length: 52.64m (172.70ft),  Average Daily Traffic: 15,250 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,300 (year 2035),  Design Load: HL 93,  Features Intersected: US62 SL375 UPRR DELTA CO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.058,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204305,  Location: 1.244 MI. WEST OF US 54 (Lat: 31.761067,  Lng: -106.466600),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 42.70m (140.09ft),  Average Daily Traffic: 15,250 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,300 (year 2035),  Design Load: HL 93,  Features Intersected: EB US62/UPRR/COLES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.260,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place