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

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Structure Number: 60690000407022,  Location: 1.90 MI E OF FM 1601 (Lat: 31.750864,  Lng: -102.562508),  Route carried "on" structure: Interstate 20,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 11,142 (year 2019),  Truck Traffic: 36%,  Average Future Daily Traffic: 8,570 (year 2033),  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.951,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690000407023,  Location: 1.90 MI E OF FM 1601 (Lat: 31.750433,  Lng: -102.562650),  Route carried "on" structure: Interstate 20,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,376 (year 2019),  Truck Traffic: 36%,  Average Future Daily Traffic: 8,570 (year 2033),  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.951,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690000407045,  Location: 5.50 MI W OF US 385 (Lat: 31.810208,  Lng: -102.433453),  Route carried "on" structure: State highway 1936,  Year Built: 1966,  Status: Open,  Structure Length: 14.39m (47.21ft),  Average Daily Traffic: 9,030 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,650 (year 2033),  Design Load: H 20,  Features Intersected: IH 20 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.772,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.39m (47.21ft),  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: 60690000407069,  Location: 3.55 MI W OF US 385 (Lat: 31.813983,  Lng: -102.406175),  Route carried "on" structure: State highway 302,  Year Built: 1969,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 6,410 (year 2013),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,970 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.120,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Meets minimum limits,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6069000040707,  Location: 3.55 MI W OF US 385 (Lat: 31.813975,  Lng: -102.405961),  Route carried "on" structure: State highway 302,  Year Built: 1969,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 6,410 (year 2013),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,970 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.120,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690000407071,  Location: 0.2 MI SW OF FM 866 (Lat: 31.760642,  Lng: -102.542931),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,220 (year 2013),  Truck Traffic: 36%,  Average Future Daily Traffic: 1,710 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 60690000407072,  Location: 3.95 MI E OF US 385 (Lat: 31.760778,  Lng: -102.539644),  Route carried "on" structure: State highway 866,  Year Built: 1970,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 3,600 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 5,040 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.907,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  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: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690000407074,  Location: 0.03 MI NE OF FM 866 (Lat: 31.758928,  Lng: -102.538372),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 40 (year 2013),  Truck Traffic: 36%,  Average Future Daily Traffic: 60 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.510,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.2m (53.1ft)

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

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Structure Number: 60690000407075,  Location: 3.10 MI E OF FM 866 (Lat: 31.779661,  Lng: -102.492622),  Route carried "on" structure: Interstate 20,  Year Built: 1955,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,510 (year 2020),  Truck Traffic: 62%,  Average Future Daily Traffic: 19,400 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.405,  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: 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: 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: July 2020

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Structure Number: 60690000407076,  Location: 3.1 MI E OF FM 866 (Lat: 31.780100,  Lng: -102.492889),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 490 (year 2013),  Truck Traffic: 35%,  Average Future Daily Traffic: 690 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.405,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 60690000407078,  Location: 2.30 MI SW OF FM 866 (Lat: 31.744442,  Lng: -102.573289),  Route carried "on" structure: Interstate 20,  Year Built: 1979,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 12,250 (year 2013),  Truck Traffic: 36%,  Average Future Daily Traffic: 17,150 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.766,  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: 2.1m (6.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 60690000407088,  Location: 4.00 MI NE OF FM 866 (Lat: 31.787197,  Lng: -102.478972),  Route carried "on" structure: Interstate 20,  Year Built: 2002,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 26,600 (year 2020),  Truck Traffic: 62%,  Average Future Daily Traffic: 24,110 (year 2033),  Design Load: HS 20,  Features Intersected: MOSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.907,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 60690000407225,  Location: 4.5 Mi W of US 385 (Lat: 31.817028,  Lng: -102.420253),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 16,448 (year 2019),  Truck Traffic: 62%,  Average Future Daily Traffic: 15,920 (year 2033),  Design Load: HS 20,  Features Intersected: BI 20 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.482,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  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: 6,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.00m (49.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690000407226,  Location: 4.5 Mi W of US 385 (Lat: 31.816903,  Lng: -102.420506),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 10,789 (year 2019),  Truck Traffic: 62%,  Average Future Daily Traffic: 15,920 (year 2033),  Design Load: HS 20,  Features Intersected: BI 20 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.462,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  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: 6,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.00m (49.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690112704001,  Location: 3.85 MI S OF SH 158 (Lat: 31.927608,  Lng: -102.595486),  Route carried "on" structure: State highway 866,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,945 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 2,960 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 60690112704002,  Location: 2.00 MI N OF SH 302 (Lat: 31.926236,  Lng: -102.595047),  Route carried "on" structure: State highway 866,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,945 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 2,960 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.429,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690112705003,  Location: 0.15 MI S OF IH 20 (Lat: 31.758989,  Lng: -102.539061),  Route carried "on" structure: State highway 866,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,103 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,500 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.187,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 60690112705005,  Location: 0.85 MI S OF SH 302 (Lat: 31.887164,  Lng: -102.582500),  Route carried "on" structure: State highway 866,  Year Built: 1969,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,751 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,570 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.379,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690112705006,  Location: 5.6 MI N OF IH 20 (Lat: 31.839797,  Lng: -102.566856),  Route carried "on" structure: State highway 866,  Year Built: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,751 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,570 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.836,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690112705007,  Location: 3.9 MI N OF IH 20 (Lat: 31.814919,  Lng: -102.558675),  Route carried "on" structure: State highway 866,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,320 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,100 (year 2033),  Design Load: HS 20,  Features Intersected: MONAHANS DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.672,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690112705008,  Location: 3.55 MI N OF IH 20 (Lat: 31.809892,  Lng: -102.557031),  Route carried "on" structure: State highway 866,  Year Built: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,320 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,100 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.343,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690182201003,  Location: JCT OF FM 1936 & FM 2020 (Lat: 31.853869,  Lng: -102.447081),  Route carried "on" structure: State highway 1936,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,009 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,890 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.827,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 60690187001001,  Location: 1.95 MI E OF FM 866 (Lat: 31.833911,  Lng: -102.531161),  Route carried "on" structure: State highway 2020,  Year Built: 1969,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 6,720 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,410 (year 2033),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690187001002,  Location: 1.85 MI W OF FM 1936 (Lat: 31.846278,  Lng: -102.477744),  Route carried "on" structure: State highway 2020,  Year Built: 1969,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 16,422 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 19,340 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.328,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690187001003,  Location: JCT OF FM 2020 & FM 1936 (Lat: 31.853661,  Lng: -102.446511),  Route carried "on" structure: State highway 2020,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20,790 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 26,450 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.389,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 60690187001004,  Location: 0.15 MI W OF LP 338W (Lat: 31.860250,  Lng: -102.417631),  Route carried "on" structure: State highway 2020,  Year Built: 1983,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 24,482 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 28,750 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.214,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690222401003,  Location: 1.30 MI N OF SH 302 (Lat: 31.893408,  Lng: -102.425100),  Route carried "on" structure: State highway 338,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,690 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,760 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.789,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  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: Equal to present minimum 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: 60690222401011,  Location: W LOOP 338 AT SH 302 (Lat: 31.874944,  Lng: -102.420111),  Route carried "on" structure: State highway 338,  Year Built: 1974,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 4,000 (year 2013),  Truck Traffic: 36%,  Average Future Daily Traffic: 5,600 (year 2033),  Design Load: HS 20,  Features Intersected: SH 302/SPUR 450
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.235,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: 60690222401012,  Location: W LOOP 338 AT SH 302 (Lat: 31.874861,  Lng: -102.419861),  Route carried "on" structure: State highway 338,  Year Built: 1974,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 4,000 (year 2013),  Truck Traffic: 36%,  Average Future Daily Traffic: 5,600 (year 2033),  Design Load: HS 20,  Features Intersected: SH 302/SPUR 450
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.235,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: 60690222401013,  Location: SH 302 AT FM 2020 (Lat: 31.860767,  Lng: -102.415097),  Route carried "on" structure: State highway 302,  Year Built: 1979,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 11,941 (year 2017),  Truck Traffic: 33%,  Average Future Daily Traffic: 16,810 (year 2033),  Design Load: HS 20,  Features Intersected: FM 2020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.613,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Equal to present minimum 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: 60690222401014,  Location: SH 302 AT FM 2020 (Lat: 31.860814,  Lng: -102.414889),  Route carried "on" structure: State highway 302,  Year Built: 1979,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 13,056 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,830 (year 2031),  Design Load: HS 20,  Features Intersected: FM 2020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.613,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Equal to present minimum 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: 60690222401015,  Location: SH 302 AT FM 3472 (Lat: 31.846817,  Lng: -102.409708),  Route carried "on" structure: State highway 302,  Year Built: 1979,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 9,146 (year 2017),  Truck Traffic: 33%,  Average Future Daily Traffic: 12,810 (year 2033),  Design Load: HS 20,  Features Intersected: FM 3472 (16TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.254,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  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: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690222401016,  Location: SH 302 AT FM 3472 (Lat: 31.846861,  Lng: -102.409506),  Route carried "on" structure: State highway 302,  Year Built: 1979,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 9,327 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,970 (year 2031),  Design Load: HS 20,  Features Intersected: FM 3472 (16TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.254,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  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: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60690222401227,  Location: SH 302 AT IH 20 BUS (Lat: 31.823081,  Lng: -102.408744),  Route carried "on" structure: State highway 338,  Year Built: 1969,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 11,000 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 2,240 (year 2033),  Design Load: H 20,  Features Intersected: IH 20 BUS & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.486,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Meets minimum limits,  Underclear: Equal to present minimum 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: 60690222401228,  Location: SH 302 AT IH 20 BUS (Lat: 31.823178,  Lng: -102.408561),  Route carried "on" structure: State highway 338,  Year Built: 1969,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 11,000 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 2,240 (year 2033),  Design Load: H 20,  Features Intersected: IH 20 BUS & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.509,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Meets minimum limits,  Underclear: Equal to present minimum 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: 60690354101001,  Location: 0.70 MI E OF FM 1936 (Lat: 31.841942,  Lng: -102.430814),  Route carried "on" structure: State highway 3472,  Year Built: 1989,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 11,767 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,140 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.173,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum 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: 60690000407045,  Location: 5.50 MI W OF US 385 (Lat: 31.810208,  Lng: -102.433453),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,750 (year 2013),  Truck Traffic: 62%,  Features Intersected: IH 20 & UP RR,  Facility Carried by Structure: FM 1936
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 47.957,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 60690000407069,  Location: 3.55 MI W OF US 385 (Lat: 31.813983,  Lng: -102.406175),  Route carried "under" structure: Interstate 20,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 22,750 (year 2013),  Truck Traffic: 62%,  Features Intersected: IH 20,  Facility Carried by Structure: SH302 SB /LP338 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 50.905,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 6069000040707,  Location: 3.55 MI W OF US 385 (Lat: 31.813975,  Lng: -102.405961),  Route carried "under" structure: Interstate 20,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 22,750 (year 2013),  Truck Traffic: 62%,  Features Intersected: IH 20,  Facility Carried by Structure: SH302 NB /LP338 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 50.928,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 60690000407072,  Location: 3.95 MI E OF US 385 (Lat: 31.760778,  Lng: -102.539644),  Route carried "under" structure: Interstate 20,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 13,850 (year 2013),  Truck Traffic: 62%,  Features Intersected: IH 20,  Facility Carried by Structure: FM 866
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 36.455,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 60690000407088,  Location: 4.00 MI NE OF FM 866 (Lat: 31.787197,  Lng: -102.479872),  Route carried "under" structure: State highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 3,750 (year 2015),  Features Intersected: MOSS AVE,  Facility Carried by Structure: IH 20
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 43.372,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 60690000407225,  Location: 4.5 Mi W of US 385 (Lat: 31.817028,  Lng: -102.420253),  Route carried "under" structure: Business State highway 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,640 (year 2013),  Truck Traffic: 10%,  Features Intersected: None
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 9.205,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 60690222401011,  Location: W LOOP 338 AT SH 302 (Lat: 31.874944,  Lng: -102.420111),  Route carried "under" structure: Spur State highway 450,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 17,480 (year 2013),  Truck Traffic: 3%,  Features Intersected: SH 302/SPUR 450,  Facility Carried by Structure: W LOOP 338 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 32.934,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 60690222401012,  Location: W LOOP 338 AT SH 302 (Lat: 31.874861,  Lng: -102.419861),  Route carried "under" structure: Spur State highway 450,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 17,480 (year 2013),  Truck Traffic: 3%,  Features Intersected: SH 302/SPUR 450,  Facility Carried by Structure: W LOOP 338 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 32.946,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 60690222401013,  Location: SH 302 AT FM 2020 (Lat: 31.860767,  Lng: -102.415097),  Route carried "under" structure: State highway 2020,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 20,540 (year 2013),  Truck Traffic: 23%,  Features Intersected: FM 2020,  Facility Carried by Structure: SH 302/LP 338 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 14.507,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 60690222401014,  Location: SH 302 AT FM 2020 (Lat: 31.860814,  Lng: -102.414889),  Route carried "under" structure: State highway 2020,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 20,540 (year 2013),  Truck Traffic: 23%,  Features Intersected: FM 2020,  Facility Carried by Structure: SH 302/LP 338 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 14.481,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Structure Number: 60690222401015,  Location: SH 302 AT FM 3472,  Route carried "under" structure: State highway 3472,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 12,960 (year 2013),  Truck Traffic: 8%,  Features Intersected: FM 3472 (16TH ST),  Facility Carried by Structure: SH 302/LP 338 SB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 3.230,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Structure Number: 60690222401016,  Location: SH 302 AT FM 3472,  Route carried "under" structure: State highway 3472,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2015),  Truck Traffic: 7%,  Features Intersected: FM 3472 (16TH ST),  Facility Carried by Structure: SH 302/LP 338 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 60690222401227,  Location: SH 302 AT IH 20 BUS (Lat: 31.823081,  Lng: -102.408744),  Route carried "under" structure: Business State highway 20,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,070 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 20 BUS & UP RR,  Facility Carried by Structure: SH 302/LP 338 SB
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 10.509,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 60690222401228,  Location: SH 302 AT IH 20 BUS (Lat: 31.823178,  Lng: -102.408561),  Route carried "under" structure: Business State highway 20,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,070 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 20 BUS & UP RR,  Facility Carried by Structure: SH 302/LP 338 NB
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 10.509,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)