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

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Structure Number: 61950000307072,  Location: 3.55 MI E OF US 285 (Lat: 31.411669,  Lng: -103.425089),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,055 (year 2020),  Truck Traffic: 62%,  Average Future Daily Traffic: 9,830 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.650,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 61950000307073,  Location: 5.85 MI E OF US 285 (Lat: 31.425994,  Lng: -103.390117),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 14,055 (year 2020),  Truck Traffic: 62%,  Average Future Daily Traffic: 9,830 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.395,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 39.4m (129.3ft)

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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000401004,  Location: 2.50 Mi E of Reeves C/L (Lat: 31.447886,  Lng: -103.427944),  Route carried "on" structure: Business State highway 20,  Year Built: 1927,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,730 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,230 (year 2033),  Design Load: H 15,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.081,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000401005,  Location: 2.65 Mi E of Reeves C/L (Lat: 31.448664,  Lng: -103.424969),  Route carried "on" structure: Business State highway 20,  Year Built: 1927,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,730 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,230 (year 2033),  Design Load: H 15,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.406,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000401017,  Location: 1.40 MI NE OF FM 516 (Lat: 31.463928,  Lng: -103.370333),  Route carried "on" structure: Business State highway 20,  Year Built: 1925,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,150 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,010 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Fair,  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: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402046,  Location: 0.00 Mi NE of Reeves C/L (Lat: 31.426892,  Lng: -103.389317),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 3,510 (year 2013),  Truck Traffic: 62%,  Average Future Daily Traffic: 4,910 (year 2033),  Design Load: HS 20,  Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.0 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: Equal to present minimum 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402047,  Location: 0.00 Mi NE of Reeves C/L (Lat: 31.426747,  Lng: -103.389186),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  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: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402048,  Location: 0.15 MI NE OF REEVES C/L (Lat: 31.429089,  Lng: -103.387100),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402049,  Location: 0.15 MI NE OF REEVES C/L (Lat: 31.428669,  Lng: -103.387189),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6238000040205,  Location: 0.30 MI NE OF REEVES C/L (Lat: 31.430361,  Lng: -103.385811),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.488,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402051,  Location: 0.30 MI NE OF REEVES C/L (Lat: 31.429889,  Lng: -103.385889),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.488,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402052,  Location: 0.45 MI NE OF REEVES C/L (Lat: 31.432119,  Lng: -103.383969),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402053,  Location: 0.45 MI NE OF REEVES C/L (Lat: 31.431531,  Lng: -103.384231),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402054,  Location: 0.60 MI NE OF REEVES C/L (Lat: 31.433811,  Lng: -103.382161),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402055,  Location: 0.60 MI NE OF REEVES C/L (Lat: 31.433239,  Lng: -103.382439),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Very 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402056,  Location: 0.75 MI NE OF REEVES C/L (Lat: 31.435519,  Lng: -103.380369),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.238,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402057,  Location: 0.75 MI NE OF REEVES C/L (Lat: 31.434939,  Lng: -103.380669),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.238,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Very 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402058,  Location: 0.90 MI NE OF REEVES C/L (Lat: 31.437200,  Lng: -103.378639),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.487,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402059,  Location: 0.90 MI NE OF REEVES C/L (Lat: 31.436619,  Lng: -103.378889),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,170 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS RIVER RELIEF 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.487,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6238000040206,  Location: IH 20 @ FM 516 (Lat: 31.441139,  Lng: -103.374219),  Route carried "on" structure: State highway 516,  Year Built: 1968,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,235 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,260 (year 2033),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.488,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402061,  Location: 1.95 MI NE OF REEVES C/L (Lat: 31.447839,  Lng: -103.367400),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,890 (year 2013),  Truck Traffic: 62%,  Average Future Daily Traffic: 11,050 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.143,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 62380000402062,  Location: 3.15 MI NE OF REEVES C/L (Lat: 31.460867,  Lng: -103.353500),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 7,890 (year 2013),  Truck Traffic: 62%,  Average Future Daily Traffic: 11,050 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.092,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380000402063,  Location: 4.05 MI NE OF REEVES C/L (Lat: 31.468761,  Lng: -103.342061),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,890 (year 2013),  Truck Traffic: 62%,  Average Future Daily Traffic: 11,050 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.511,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to 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: November 2021

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Structure Number: 62380000402064,  Location: 3.05 Mi NE of FM 516 (Lat: 31.471592,  Lng: -103.337189),  Route carried "on" structure: Business State highway 20,  Year Built: 1968,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 2,150 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,010 (year 2033),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.121,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380100101002,  Location: 2.95 MI NW OF IH 20 BUS (Lat: 31.488753,  Lng: -103.420164),  Route carried "on" structure: State highway 516,  Year Built: 1947,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,091 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,800 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.441,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Very good,  Culverts: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62380280602001,  Location: 0.45 MI NE OF FM 516 (Lat: 31.485267,  Lng: -103.403450),  Route carried "on" structure: State highway 2355,  Year Built: 1960,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,240 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,900 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.776,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 6238000040206,  Location: IH 20 @ FM 516 (Lat: 31.441139,  Lng: -103.374219),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 9,950 (year 2011),  Truck Traffic: 62%,  Features Intersected: IH 20,  Facility Carried by Structure: FM 516
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.148,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 62380000402064,  Location: 3.05 Mi NE of FM 516 (Lat: 31.471592,  Lng: -103.337189),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,510 (year 2011),  Truck Traffic: 66%,  Features Intersected: IH 20
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.071,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)