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

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Structure Number: 240720255204306,  Location: .57 Mi. SE of IH 10 (Lat: 31.803517,  Lng: -106.539933),  Route carried "on" structure: US 85,  Year Built: 2018,  Status: Open,  Structure Length: 18.07m (59.28ft),  Average Daily Traffic: 13,100 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,200 (year 2035),  Design Load: HL 93,  Features Intersected: DONIPHAN DR/MCNUTT/BNSF
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 1.825,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 240720255204307,  Location: 1.85 MI SE OF US 85 (Lat: 31.792700,  Lng: -106.523547),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 23,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,200 (year 2035),  Design Load: HL 93,  Features Intersected: WATER #2 AND ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: 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: 240720255204308,  Location: AT EXECUTIVE CENTER BLVD (Lat: 31.792667,  Lng: -106.523589),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,500 (year 2035),  Design Load: HL 93,  Features Intersected: WATER #2 AND ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: 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: 240720255204309,  Location: AT EXECUTIVE CENTER BLVD (Lat: 31.792181,  Lng: -106.522058),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 15.94m (52.30ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2035),  Design Load: HL 93,  Features Intersected: WATER #2 AND ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: 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: 24072025520431,  Location: AT JCT EXECUTIVE & SL 375 (Lat: 31.791378,  Lng: -106.521742),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2035),  Design Load: HL 93,  Features Intersected: SL 375,  Facility Carried by Structure: EXECUTIVE CEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 68.6m (225.1ft)

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: Superior 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204311,  Location: 0.18 MI SE OF US 85 (Lat: 31.801967,  Lng: -106.537083),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 23,300 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,000 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 6 & FUTURE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  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: 42.1m (138.1ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: 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: 240720255204312,  Location: 0.20 MI SE OF US 85 (Lat: 31.801733,  Lng: -106.536150),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,000 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204313,  Location: .3 MI. W. JCT NEW MEX 273 (Lat: 31.805508,  Lng: -106.541478),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 11,650 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: RACETRACK DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.983,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very 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 minimum 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: 240720255204314,  Location: .3 Mi.W. Jct. New Mex.273 (Lat: 31.805383,  Lng: -106.541083),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 11,650 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: Racetrack Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.983,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 23.0m (75.5ft)

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: 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: 240720255204315,  Location: .3 Mi.W.Jct.New.Mex.273 (Lat: 31.805483,  Lng: -106.540867),  Route carried "on" structure: Ramp US 85,  Year Built: 2018,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 15,400 (year 2015),  Average Future Daily Traffic: 21,305 (year 2035),  Design Load: HL 93,  Features Intersected: Racetrack Dr.
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 1.490,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.3m (43.6ft)

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: 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: 240720255204316,  Location: .5 Mi.SE of IH 10 (Lat: 31.803050,  Lng: -106.538883),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 23,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,200 (year 2035),  Design Load: HL 93,  Features Intersected: WB Doniphan Dr.
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204317,  Location: 0.04 MI SE OF US 85 (Lat: 31.802933,  Lng: -106.538417),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 23,300 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,000 (year 2035),  Design Load: HL 93,  Features Intersected: DONIPHAN DRIVE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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: Superior 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204318,  Location: 0.01 MI NW OF SPUR 1966 (Lat: 31.763433,  Lng: -106.507039),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 10,100 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,900 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: 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: 240720255204319,  Location: 3.50 MI NW OF SPUR 1966 (Lat: 31.802733,  Lng: -106.537850),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 22.56m (74.02ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2035),  Design Load: HL 93,  Features Intersected: WB DONIPHAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 24072025520432,  Location: 1.25 MI NW OF SPUR 1966 (Lat: 31.780017,  Lng: -106.518142),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 59.44m (195.01ft),  Average Daily Traffic: 10,100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,900 (year 2035),  Design Load: HL 93,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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 minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204321,  Location: 0.60 MI NW OF SPUR 1966 (Lat: 31.770089,  Lng: -106.511597),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 44.81m (147.01ft),  Average Daily Traffic: 10,100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 5,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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 minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204322,  Location: 0.01 MI NW of SPUR 1966 (Lat: 31.763353,  Lng: -106.507200),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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,  Waterway Adequacy: 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: 240720255204323,  Location: 0.01 MI NW of SPUR 1966 (Lat: 31.763592,  Lng: -106.506825),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204324,  Location: 0.01 MI SE of SPUR 1966 (Lat: 31.761239,  Lng: -106.505022),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 24.96m (81.89ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,500 (year 2035),  Design Load: HL 93,  Features Intersected: OPEN LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.8m (28.9ft)

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 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: 240720255204325,  Location: 0.01 MI SE OF SPUR 1966 (Lat: 31.762861,  Lng: -106.506897),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 1,200 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,200 (year 2035),  Design Load: HL 93,  Features Intersected: LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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: 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: 240720255204326,  Location: AT JCT SPUR 1966 & SL 375 (Lat: 31.762983,  Lng: -106.506494),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 350 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2035),  Design Load: HL 93,  Features Intersected: SL 375
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 20.0m (65.6ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204327,  Location: 0.17 MI SE OF SPUR 1966 (Lat: 31.761072,  Lng: -106.505317),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 190.90m (626.31ft),  Average Daily Traffic: 7,100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,900 (year 2035),  Design Load: HL 93,  Features Intersected: UP RR BNSF RR US 85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 45,  Number Of Approach Spans: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.6m (84.0ft)

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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720255204328,  Location: 1.45 MI SE OF SPUR 1966 (Lat: 31.748822,  Lng: -106.487697),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 7,100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,900 (year 2035),  Design Load: HL 93,  Features Intersected: BNSF RAILROAD LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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 minimum criteria,  Underclear: Better than 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: 240720255204329,  Location: 1.35 MI SE OF SPUR 1966 (Lat: 31.749525,  Lng: -106.490367),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 26.30m (86.29ft),  Average Daily Traffic: 7,100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,900 (year 2035),  Design Load: HL 93,  Features Intersected: BNSF RAILROAD AND LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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 minimum criteria,  Underclear: 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

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Structure Number: 24072025520433,  Location: 1.45 MI SE of US 85 (Lat: 31.790975,  Lng: -106.521125),  Route carried "on" structure: State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 10,100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,900 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: 240720255204331,  Location: AT EXECUTIVE CENTER BLVD (Lat: 31.790953,  Lng: -106.521417),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  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: 44.2m (145.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: 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: 240720255204332,  Location: 0.05 MI SE OF EXECUTIVE (Lat: 31.790661,  Lng: -106.520572),  Route carried "on" structure: Ramp State highway 375,  Year Built: 2018,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2035),  Design Load: HL 93,  Features Intersected: WATER # 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  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: 44.8m (147.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720359201001,  Location: 1.4 MI E OF NM ST LINE (Lat: 31.879700,  Lng: -106.605650),  Route carried "on" structure: State highway 178,  Year Built: 2001,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,700 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,180 (year 2030),  Design Load: HS 20,  Features Intersected: STRAHAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.385,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: No rating analysis performed,  Structural Evaluation: Equal to present desirable 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720359201002,  Location: 1.67 MI E OF NM ST LINE (Lat: 31.878708,  Lng: -106.600725),  Route carried "on" structure: State highway 178,  Year Built: 2000,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 3,700 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,180 (year 2030),  Design Load: HS 20,  Features Intersected: RIO GRANDE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.681,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720359201004,  Location: 1.0 MI W OF IH 10 (Lat: 31.878453,  Lng: -106.596869),  Route carried "on" structure: Ramp State highway 178,  Year Built: 2000,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 1,850 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 2,590 (year 2030),  Design Load: HS 20,  Features Intersected: SH 178 WB ON-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.190,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720359201005,  Location: 1.0 MI W OF IH 10 (Lat: 31.878067,  Lng: -106.599761),  Route carried "on" structure: Ramp State highway 178,  Year Built: 2000,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,850 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 2,590 (year 2030),  Design Load: HS 20,  Features Intersected: SH 178 EB ON-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.001,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720B00560003,  Location: 1.9 MI W OF US 54 (Lat: 31.825494,  Lng: -106.405031),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 100 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: AIRPORT RD NB,  Facility Carried by Structure: SGT. MAJOR BLVD
Minimum Vertical Clearance: 6.77m (22.21ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 27.5m (90.2ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720B00560004,  Location: 0.35 MI S OF SP 601 (Lat: 31.819842,  Lng: -106.404603),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,000 (year 2018),  Average Future Daily Traffic: 1,500 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: AIRPORT RD,  Facility Carried by Structure: HAAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 240720B00600006,  Location: 0.40 MI N OF US 62 (Lat: 31.795317,  Lng: -106.396239),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 6,250 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,000 (year 2035),  Features Intersected: AIRWAY BLVD NB,  Facility Carried by Structure: TERMINAL DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B00680001,  Location: 0.35 MI S OF ZION LN (Lat: 31.844886,  Lng: -106.454153),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 9,810 (year 2017),  Average Future Daily Traffic: 17,500 (year 2037),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: ALABAMA ST SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B00680002,  Location: 0.35 MI S OF ZION LN (Lat: 31.844808,  Lng: -106.453869),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 9,810 (year 2017),  Average Future Daily Traffic: 17,500 (year 2037),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: ALABAMA ST NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B00680003,  Location: 0.55 MI S OF ZION LN (Lat: 31.842161,  Lng: -106.455922),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10,540 (year 2017),  Average Future Daily Traffic: 17,500 (year 2037),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: ALABAMA ST SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B00680004,  Location: 0.55 MI S OF ZION LN (Lat: 31.842025,  Lng: -106.455686),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10,540 (year 2017),  Average Future Daily Traffic: 17,500 (year 2037),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: ALABAMA ST NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B01120001,  Location: 0.01 MI N OF DONALD ST (Lat: 31.914033,  Lng: -106.412078),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,000 (year 2017),  Average Future Daily Traffic: 1,050 (year 2037),  Features Intersected: DRAINAGE CHANNEL NO. 2,  Facility Carried by Structure: ALCAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.352,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: Wearing Surface: Bituminous