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

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Structure Number: 81680000507009,  Location: 0.9 MI E OF HOWARD CO LN (Lat: 32.331100,  Lng: -101.163225),  Route carried "on" structure: Interstate 20,  Year Built: 1928,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 18,494 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 20,120 (year 2033),  Design Load: H 15,  Features Intersected: IATAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.093,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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: May 2021

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Structure Number: 81680000601001,  Location: 5.7 MI E OF SH 208(S) (Lat: 32.408969,  Lng: -100.752208),  Route carried "on" structure: Interstate 20,  Year Built: 1929,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 14,470 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 20,260 (year 2033),  Design Load: H 15,  Features Intersected: W FORK OF N CHAMPION CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.420,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 36.6m (120.1ft)

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

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Structure Number: 81680000601002,  Location: 5.8 MI E OF SH 208(S) (Lat: 32.409081,  Lng: -100.750789),  Route carried "on" structure: Interstate 20,  Year Built: 1929,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,230 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 10,130 (year 2033),  Design Load: H 15,  Features Intersected: NORTH CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601003,  Location: 5.9 MI E OF SH 208(S) (Lat: 32.409503,  Lng: -100.749256),  Route carried "on" structure: Interstate 20,  Year Built: 1929,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 14,470 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 20,260 (year 2033),  Design Load: H 15,  Features Intersected: E FORK OF N CHAMPION CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.709,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 36.0m (118.1ft)

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

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Structure Number: 81680000601073,  Location: 5.8 MI E OF SH 208(S) (Lat: 32.409322,  Lng: -100.750850),  Route carried "on" structure: Interstate 20,  Year Built: 1956,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 7,230 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 10,130 (year 2033),  Features Intersected: NORTH CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601075,  Location: 0.9 MI W OF FM 644 (S) (Lat: 32.413603,  Lng: -100.728406),  Route carried "on" structure: Interstate 20,  Year Built: 1956,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 14,470 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 20,260 (year 2033),  Features Intersected: LORAINE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.722,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: May 2021

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Structure Number: 81680000601077,  Location: 0.05 MI E OF FM 644(S) (Lat: 32.414989,  Lng: -100.712797),  Route carried "on" structure: Interstate 20,  Year Built: 1956,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 17,977 (year 2020),  Truck Traffic: 43%,  Average Future Daily Traffic: 18,710 (year 2033),  Features Intersected: LORAINE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.224,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $306,000

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Structure Number: 81680000601079,  Location: 8.6 MI E OF SH 208(S) (Lat: 32.413758,  Lng: -100.706392),  Route carried "on" structure: Interstate 20,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 23.10m (75.79ft),  Average Daily Traffic: 17,977 (year 2020),  Truck Traffic: 43%,  Average Future Daily Traffic: 18,710 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR & FM 644 (N)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.757,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601149,  Location: 5.6 MI E OF SH 208(S) (Lat: 32.408294,  Lng: -100.756064),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 200 (year 2031),  Design Load: H 20,  Features Intersected: IH 20,  Facility Carried by Structure: LUCAS RD (CR 265)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8168000060115,  Location: 5.7 MI E OF SH 208(S) (Lat: 32.408725,  Lng: -100.752156),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 40 (year 2033),  Features Intersected: W FORK OF N CHAMPION CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.458,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601151,  Location: 5.8 MI E OF SH 208(S) (Lat: 32.409492,  Lng: -100.750906),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 40%,  Average Future Daily Traffic: 140 (year 2033),  Features Intersected: NORTH CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601152,  Location: 5.8 MI E OF SH 208(S) (Lat: 32.408975,  Lng: -100.750769),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 40 (year 2033),  Features Intersected: NORTH CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601153,  Location: 5.9 MI E OF SH 208(S) (Lat: 32.409253,  Lng: -100.749206),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 40 (year 2033),  Features Intersected: E FORK OF N CHAMPION CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.709,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601154,  Location: 0.9 MI W OF FM 644(S) (Lat: 32.413533,  Lng: -100.727586),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 10,574 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 10,130 (year 2033),  Design Load: HS 20,  Features Intersected: BUS 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.784,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601155,  Location: 0.9 MI W OF FM 644(S) (Lat: 32.413350,  Lng: -100.727564),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 10,526 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 10,130 (year 2033),  Design Load: HS 20,  Features Intersected: BUS 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.784,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601156,  Location: 0.7 MI E OF FM 644 (N) (Lat: 32.409592,  Lng: -100.694722),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 10,746 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 8,740 (year 2033),  Design Load: HS 20,  Features Intersected: WIMBERLY RD (CR 438)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.015,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  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: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601157,  Location: 0.7 MI E OF FM 644 (N) (Lat: 32.409447,  Lng: -100.694850),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 10,645 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 8,740 (year 2033),  Design Load: HS 20,  Features Intersected: WIMBERLY RD (CR 438)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.015,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601158,  Location: 1.3 MI E OF FM 644 (N) (Lat: 32.406633,  Lng: -100.685467),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 290 (year 2011),  Average Future Daily Traffic: 35 (year 2031),  Design Load: H 20,  Features Intersected: IH 20,  Facility Carried by Structure: NARREL RD (CR 287)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

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

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Structure Number: 81680000601159,  Location: 10.1 MI E OF SH 208(S) (Lat: 32.415117,  Lng: -100.713175),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 10,574 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 9,180 (year 2033),  Design Load: HS 20,  Features Intersected: FM 644(S)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.160,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8168000060116,  Location: 10.1 MI E OF SH 208(S) (Lat: 32.414936,  Lng: -100.713211),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 10,526 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 9,180 (year 2033),  Design Load: HS 20,  Features Intersected: FM 644(S)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.160,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680000601161,  Location: AT FM 644(S) (Lat: 32.414586,  Lng: -100.713272),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 120 (year 2013),  Truck Traffic: 39%,  Average Future Daily Traffic: 160 (year 2033),  Features Intersected: LORAINE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.160,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft)

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

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Structure Number: 81680000613076,  Location: 0.05 MI S OF IH 20 (Lat: 32.412647,  Lng: -100.727358),  Route carried "on" structure: Business State highway 20,  Year Built: 1956,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 830 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,160 (year 2033),  Features Intersected: LORAINE CREEK DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.708,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.2m (56.4ft)

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

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Structure Number: 81680096602006,  Location: 0.2 MILES N OF IH 20 (Lat: 32.416808,  Lng: -100.707228),  Route carried "on" structure: State highway 644,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 239 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 440 (year 2033),  Features Intersected: LORAINE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 8168009660201,  Location: 1.5 MILES N OF IH 20 (Lat: 32.435019,  Lng: -100.710156),  Route carried "on" structure: State highway 644,  Year Built: 2005,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 239 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 320 (year 2033),  Design Load: HS 20,  Features Intersected: S FORK N CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.970,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81680096602014,  Location: 2.0 MILES N OF IH 20 (Lat: 32.442686,  Lng: -100.712114),  Route carried "on" structure: State highway 644,  Year Built: 2005,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 239 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 320 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.034,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 81680096603007,  Location: 4.3 MI S OF IH 20 (Lat: 32.360731,  Lng: -100.708803),  Route carried "on" structure: State highway 644,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 187 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 370 (year 2029),  Features Intersected: BIG SANDY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.397,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 81680096603011,  Location: 4.6 MI S OF IH 20 (Lat: 32.356253,  Lng: -100.707642),  Route carried "on" structure: State highway 644,  Year Built: 2005,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 187 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 370 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.911,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 81680AA0260001,  Location: 0.9 MI N OF CR 440 (Lat: 32.432492,  Lng: -100.692186),  Route carried "on" structure: County highway 424,  Year Built: 2003,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 112 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2027),  Design Load: HS 20,  Features Intersected: N FORK CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 81680AA0265002,  Location: 0.6 MI S OF IH 20 (Lat: 32.400317,  Lng: -100.754675),  Route carried "on" structure: County highway 412,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 50 (year 2032),  Features Intersected: N FORK CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 19.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 81680AA0277001,  Location: 0.2 MI W OF CR 412 (Lat: 32.393222,  Lng: -100.755839),  Route carried "on" structure: County highway 404,  Year Built: 1989,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2012),  Average Future Daily Traffic: 50 (year 2032),  Features Intersected: N FORK CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.944,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 81680AA0283001,  Location: 1.0 MI N OF FM 2319 (Lat: 32.359611,  Lng: -100.690953),  Route carried "on" structure: County highway 414,  Year Built: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 50 (year 2027),  Features Intersected: S FK CHAMPION CRK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.116,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 81680AA0286001,  Location: 1.1 MI W OF CR 412 (Lat: 32.376317,  Lng: -100.767419),  Route carried "on" structure: County highway 406,  Year Built: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 100 (year 2012),  Average Future Daily Traffic: 50 (year 2032),  Features Intersected: N FORK CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 81770000602302,  Location: 0.60 MI E of Mitchell C/L (Lat: 32.412594,  Lng: -100.652497),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 25 (year 2033),  Design Load: H 15,  Features Intersected: IH 20,  Facility Carried by Structure: Lehmann Whorton Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  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

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Structure Number: 81680000601079,  Location: 8.6 MI E OF SH 208(S) (Lat: 32.413758,  Lng: -100.706392),  Route carried "under" structure: State highway 644,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 310 (year 2013),  Truck Traffic: 14%,  Features Intersected: UPRR & FM 644,  Facility Carried by Structure: IH 20
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 14.173,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 81680000601154,  Location: 0.9 MI W OF FM 644(S) (Lat: 32.413533,  Lng: -100.727586),  Route carried "under" structure: State highway 20,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 830 (year 2013),  Truck Traffic: 20%,  Features Intersected: BUS 20
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.640,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 81680000601155,  Location: 0.9 MI W OF FM 644(S) (Lat: 32.413350,  Lng: -100.727564),  Route carried "under" structure: State highway 20,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 830 (year 2013),  Truck Traffic: 20%,  Features Intersected: BUS 20
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.659,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 81680000601156,  Location: 0.7 MI E OF FM 644 (N) (Lat: 32.409592,  Lng: -100.694722),  Route carried "under" structure: County highway 438,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 1%,  Features Intersected: Wimberly Rd (CR 438),  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 81680000601157,  Location: 0.7 MI E OF FM 644 (N) (Lat: 32.409447,  Lng: -100.694850),  Route carried "under" structure: County highway 438,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 1%,  Features Intersected: Wimberly Rd (CR 438),  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 81680000601158,  Location: 1.3 MI E OF FM 644 (N) (Lat: 32.406633,  Lng: -100.685467),  Route carried "under" structure: Interstate 20,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 12,480 (year 2013),  Truck Traffic: 43%,  Features Intersected: IH 20,  Facility Carried by Structure: NARREL RD (CR 287)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 51.027,  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: 81680000601159,  Location: 10.1 MI E OF SH 208(S) (Lat: 32.415117,  Lng: -100.713175),  Route carried "under" structure: State highway 644,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 240 (year 2013),  Truck Traffic: 28%,  Features Intersected: FM 644 South,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 8168000060116,  Location: 10.1 MI E OF SH 208(S) (Lat: 32.414936,  Lng: -100.713211),  Route carried "under" structure: State highway 644,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 240 (year 2013),  Truck Traffic: 28%,  Features Intersected: FM 644 South,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.063,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 81770000602302,  Location: 0.60 MI E of Mitchell C/L (Lat: 32.412594,  Lng: -100.652497),  Route carried "under" structure: Interstate 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 13,390 (year 2013),  Truck Traffic: 37%,  Features Intersected: IH 20,  Facility Carried by Structure: Lehmann Whorton Rd
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)