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

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Structure Number: 81280AA0329001,  Location: 1.7 MI S OF CR 339 (Lat: 32.527961,  Lng: -100.041264),  Route carried "on" structure: County highway 421,  Year Built: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 100 (year 2027),  Design Load: HS 20,  Features Intersected: BITTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.081,  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: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82210000604023,  Location: 4.15 MI E OF FM 126 (Lat: 32.461561,  Lng: -99.944667),  Route carried "on" structure: Interstate 20,  Year Built: 1922,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 17,461 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,360 (year 2033),  Design Load: H 15,  Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.704,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604082,  Location: 3.10 MI W OF FM 126 (Lat: 32.478692,  Lng: -100.063608),  Route carried "on" structure: Interstate 20,  Year Built: 1957,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 26,112 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 31,630 (year 2033),  Features Intersected: LITTLE BITTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.054,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 82210000604083,  Location: 5.55 MI E OF NOLAN C/L (Lat: 32.476744,  Lng: -100.055278),  Route carried "on" structure: Interstate 20,  Year Built: 1957,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 26,112 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 31,630 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.867,  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: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 82210000604084,  Location: 4.15 MI E OF FM 126 (Lat: 32.461753,  Lng: -99.944367),  Route carried "on" structure: Interstate 20,  Year Built: 1957,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 15,988 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,360 (year 2033),  Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.717,  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: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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

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Structure Number: 82210000604085,  Location: 4.55 MI E OF FM 126 (Lat: 32.460614,  Lng: -99.938558),  Route carried "on" structure: Interstate 20,  Year Built: 1927,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 28,499 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 34,730 (year 2033),  Design Load: H 15,  Features Intersected: MULBERRY CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.308,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 73.2m (240.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604113,  Location: 5.55 MI E OF NOLAN C/L (Lat: 32.477414,  Lng: -100.055139),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 220 (year 2013),  Truck Traffic: 33%,  Average Future Daily Traffic: 320 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.867,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604114,  Location: 2.55 MI W OF FM 126 (Lat: 32.477000,  Lng: -100.054458),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,547 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,810 (year 2033),  Design Load: HS 20,  Features Intersected: DERSTINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604115,  Location: 2.55 MI W OF FM 126 (Lat: 32.476831,  Lng: -100.054522),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,101 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,810 (year 2033),  Design Load: HS 20,  Features Intersected: DERSTINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.922,  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: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 82210000604116,  Location: 1.20 MI W OF FM 126 (Lat: 32.474250,  Lng: -100.031767),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,467 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,810 (year 2033),  Design Load: HS 20,  Features Intersected: BUS LOOP 20 (P)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.093,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604117,  Location: 1.20 MI W OF FM 126 (Lat: 32.474072,  Lng: -100.031753),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,045 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,810 (year 2033),  Design Load: HS 20,  Features Intersected: BUS LOOP 20 (P)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.093,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604118,  Location: 1.05 MI W OF FM 126 (Lat: 32.475022,  Lng: -100.028389),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 25,996 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 31,480 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.437,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 8221000060412,  Location: 1.05 MI W OF FM 126 (Lat: 32.474472,  Lng: -100.028161),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 150 (year 2013),  Truck Traffic: 33%,  Average Future Daily Traffic: 220 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.437,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604121,  Location: 1.60 MI W OF FM 1235 (Lat: 32.477714,  Lng: -100.011378),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 15,046 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,740 (year 2033),  Design Load: HS 20,  Features Intersected: FM 126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.077,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604122,  Location: 1.60 MI W OF FM 1235 (Lat: 32.477544,  Lng: -100.011433),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,596 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,740 (year 2033),  Design Load: HS 20,  Features Intersected: FM 126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.077,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604123,  Location: 0.35 MI E OF FM 126 (Lat: 32.476933,  Lng: -100.005628),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 26,959 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 32,930 (year 2033),  Features Intersected: E FORK BITTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.632,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 2.1m (6.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 82210000604127,  Location: 1.60 MI E OF FM 126 (Lat: 32.468103,  Lng: -99.986869),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,422 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 16,460 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1235
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.668,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604128,  Location: 1.60 MI E OF FM 126 (Lat: 32.467944,  Lng: -99.986967),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,408 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 16,460 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1235
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.668,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604129,  Location: 1.95 MI E OF FM 126 (Lat: 32.466814,  Lng: -99.981581),  Route carried "on" structure: Interstate 20,  Year Built: 1921,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,267 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 32,270 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.205,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 82210000604132,  Location: 3.65 MI E OF FM 126 (Lat: 32.462978,  Lng: -99.953353),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,422 (year 2019),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,130 (year 2033),  Design Load: HS 20,  Features Intersected: WIMBERLY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.880,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604133,  Location: 3.65 MI E OF FM 126 (Lat: 32.462797,  Lng: -99.953389),  Route carried "on" structure: Interstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,408 (year 2019),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,130 (year 2033),  Design Load: HS 20,  Features Intersected: WIMBERLY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.880,  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: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604134,  Location: 4.15 MI E OF FM 126 (Lat: 32.461931,  Lng: -99.944208),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 60 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 80 (year 2033),  Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.746,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.4m (27.6ft)

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: 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000604135,  Location: 4.15 MI E OF FM 126 (Lat: 32.461442,  Lng: -99.944853),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1958,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 400 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 570 (year 2033),  Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.698,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210000617022,  Location: 0.55 MI E OF FM 126 (Lat: 32.469414,  Lng: -100.003364),  Route carried "on" structure: Business State highway 20,  Year Built: 1921,  Year Reconstructed: 1945,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,980 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 4,170 (year 2033),  Features Intersected: E FORK BITTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.439,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210066303009,  Location: 0.90 MI SE BUS LP 20 (P) (Lat: 32.461797,  Lng: -100.008233),  Route carried "on" structure: State highway 1235,  Year Built: 1951,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 317 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 720 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.024,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 6.7m (22.0ft),  Out-to-Out Width: 10.8m (35.4ft)

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

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Structure Number: 82210066303011,  Location: 4.00 MI S OF BUS 20 (Lat: 32.424489,  Lng: -99.990231),  Route carried "on" structure: State highway 1235,  Year Built: 1955,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 194 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 230 (year 2033),  Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.008,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

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

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Structure Number: 82210073303009,  Location: 5.10 MI S OF IH 20 (Lat: 32.436600,  Lng: -100.059225),  Route carried "on" structure: State highway 126,  Year Built: 1940,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 246 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 310 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.582,  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: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210AA0408001,  Location: 1.0 MI E OF FM 126 (Lat: 32.518483,  Lng: -99.989053),  Route carried "on" structure: County highway 408,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 75 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 105 (year 2040),  Design Load: HS 20,  Features Intersected: BITTER CREEK DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 82210AA0409001,  Location: 0.8 MI E OF FM 126 (Lat: 32.500583,  Lng: -99.994814),  Route carried "on" structure: County highway 409,  Year Built: 1983,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 48 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48 (year 2040),  Design Load: HS 20,  Features Intersected: BITTER CREEK DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  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: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82210AA0640001,  Location: 0.5 MI W OF CO RD 306 (Lat: 32.440881,  Lng: -99.964711),  Route carried "on" structure: County highway 640,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 121 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 169 (year 2040),  Design Load: HL 93,  Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82210C00045001,  Location: 0.6 MI E OF FM 126 (Lat: 32.470528,  Lng: -100.003442),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 48 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48 (year 2040),  Design Load: HS 20,  Features Intersected: BITTER CREEK DRAW,  Facility Carried by Structure: N 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  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: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82210000604114,  Location: 2.55 MI W OF FM 126 (Lat: 32.477000,  Lng: -100.054458),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 1%,  Features Intersected: Derstine Rd,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  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: 82210000604115,  Location: 2.55 MI W OF FM 126 (Lat: 32.476831,  Lng: -100.054522),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 1%,  Features Intersected: Derstine Rd,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 9.922,  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: 82210000604116,  Location: 1.20 MI W OF FM 126 (Lat: 32.474250,  Lng: -100.031767),  Route carried "under" structure: State highway 20,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 660 (year 2013),  Truck Traffic: 19%,  Features Intersected: BUS LOOP 20
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.653,  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: 82210000604117,  Location: 1.20 MI W OF FM 126 (Lat: 32.474072,  Lng: -100.031753),  Route carried "under" structure: State highway 20,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 660 (year 2013),  Truck Traffic: 19%,  Features Intersected: BUS LOOP 20
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.672,  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: 82210000604121,  Location: 1.60 MI W OF FM 1235 (Lat: 32.477714,  Lng: -100.011378),  Route carried "under" structure: State highway 126,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,920 (year 2013),  Truck Traffic: 38%,  Features Intersected: FM 126,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 6.489,  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: 82210000604122,  Location: 1.60 MI W OF FM 1235 (Lat: 32.477544,  Lng: -100.011433),  Route carried "under" structure: State highway 126,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2013),  Truck Traffic: 38%,  Features Intersected: FM 126,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 6.556,  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: 82210000604127,  Location: 1.60 MI E OF FM 126 (Lat: 32.468103,  Lng: -99.986869),  Route carried "under" structure: State highway 20,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,470 (year 2013),  Truck Traffic: 38%,  Features Intersected: FM 1235
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.051,  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: 82210000604128,  Location: 1.60 MI E OF FM 126 (Lat: 32.467944,  Lng: -99.986967),  Route carried "under" structure: State highway 20,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,470 (year 2013),  Truck Traffic: 38%,  Features Intersected: FM 1235
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 6.032,  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: 82210000604132,  Location: 3.65 MI E OF FM 126 (Lat: 32.462978,  Lng: -99.953353),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 1%,  Features Intersected: Wimberly Rd,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 19.880,  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: 82210000604133,  Location: 3.65 MI E OF FM 126 (Lat: 32.462797,  Lng: -99.953389),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 1%,  Features Intersected: Wimberly Rd,  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)