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

Find on map >>   Show street view

Structure Number: 20730031404016,  Location: 2.0 MI W OF SH 108 SOUTH (Lat: 32.507242,  Lng: -98.405450),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1935,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 120 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 170 (year 2038),  Design Load: H 15,  Features Intersected: GIBSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.703,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 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: Better than 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20730031404017,  Location: 1.6 MI W OF SH 108 (Lat: 32.506378,  Lng: -98.445153),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1934,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 31%,  Average Future Daily Traffic: 10 (year 2038),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.927,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20730031404114,  Location: 1.6 MI W OF SH 108 (Lat: 32.507358,  Lng: -98.445064),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 30 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 40 (year 2038),  Design Load: H 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.926,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 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: 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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20730031404115,  Location: 1.6 MI W OF SH 108 (Lat: 32.506858,  Lng: -98.445261),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 12,840 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 15,120 (year 2038),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.926,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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

Find on map >>   Show street view

Structure Number: 20730031404116,  Location: 1.6 MI W OF SH 108 (Lat: 32.506614,  Lng: -98.445211),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 13,589 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 15,120 (year 2038),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.926,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

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

Find on map >>   Show street view

Structure Number: 20730031404117,  Location: 3.0 MI W OF FM 919 (Lat: 32.505953,  Lng: -98.417722),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 13,035 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 15,120 (year 2038),  Design Load: HS 20,  Features Intersected: SH 108 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.528,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20730031404118,  Location: 3.0 MI W OF FM 919 (Lat: 32.505772,  Lng: -98.417769),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 13,386 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 15,120 (year 2038),  Design Load: HS 20,  Features Intersected: SH 108 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.528,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20730031404119,  Location: 2.0 MI W OF SH 108 SOUTH (Lat: 32.506639,  Lng: -98.405433),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 22,458 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 26,670 (year 2033),  Design Load: HS 20,  Features Intersected: GIBSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.725,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

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

Find on map >>   Show street view

Structure Number: 2073003140412,  Location: 2.0 MI W OF SH 108 SOUTH (Lat: 32.506283,  Lng: -98.405308),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 270 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 380 (year 2033),  Design Load: HS 20,  Features Intersected: GIBSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.725,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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

Find on map >>   Show street view

Structure Number: 2073003140415,  Location: 320 FT W OF SH 108 NORTH (Lat: 32.506919,  Lng: -98.418583),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,800 (year 2011),  Truck Traffic: 44%,  Average Future Daily Traffic: 2,750 (year 2028),  Design Load: HS 20,  Features Intersected: TRIB OF TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.452,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.4m (47.2ft)

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

Find on map >>   Show street view

Structure Number: 21820034301002,  Location: 2.1 MI E OF SH-16 (Lat: 32.556803,  Lng: -98.460681),  Route carried "on" structure: State highway 108,  Year Built: 1925,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 912 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,170 (year 2033),  Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.523,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: 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,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 21820034301005,  Location: 1.5 M S OF SH 193 (Lat: 32.520264,  Lng: -98.421064),  Route carried "on" structure: State highway 108,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 560 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,110 (year 2033),  Design Load: H 15,  Features Intersected: TRIB OF GIBSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.694,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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,  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

Find on map >>   Show street view

Structure Number: 2182003430103,  Location: 4.1 MI E OF SH 16 (Lat: 32.550042,  Lng: -98.432094),  Route carried "on" structure: State highway 108,  Year Built: 1996,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 912 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,170 (year 2033),  Design Load: HS 20,  Features Intersected: S FORK OF PALO PINTO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.719,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 21820034301031,  Location: .6 MI N OF S.H. 193 (Lat: 32.546747,  Lng: -98.428731),  Route carried "on" structure: State highway 108,  Year Built: 1996,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 912 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,170 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB S FRK PALO PINTO CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.220,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 21820043801001,  Location: 0.1 MI E OF SH 108 (Lat: 32.542681,  Lng: -98.418808),  Route carried "on" structure: State highway 193,  Year Built: 1925,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 806 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 840 (year 2037),  Features Intersected: GIBSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.894,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.6m (38.1ft)

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

Find on map >>   Show street view

Structure Number: 21820AA0222003,  Location: 3.0 Mi. W. of FM 919 (Lat: 32.567772,  Lng: -98.410986),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 70 (year 2038),  Design Load: HL 93,  Features Intersected: PALO PINTO CREEK,  Facility Carried by Structure: DAIRY FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.780,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 21820AA0227001,  Location: 1.1 MI N OF SH-108 (Lat: 32.568419,  Lng: -98.433300),  Route carried "on" structure: County highway 227,  Year Built: 1996,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 110 (year 2036),  Features Intersected: ROCKY CREEK,  Facility Carried by Structure: ROCK CREEK RD P-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

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

Find on map >>   Show street view

Structure Number: 21820AA0229001,  Location: 2.7 MI E OF SH 16 (Lat: 32.544081,  Lng: -98.453300),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 330 (year 2016),  Average Future Daily Traffic: 380 (year 2036),  Design Load: HS 20,  Features Intersected: S FORK PALO PINTO CREEK,  Facility Carried by Structure: DAVIDSON CEM PCT 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned 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 desirable 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 20730031404117,  Location: 3.0 MI W OF FM 919 (Lat: 32.505953,  Lng: -98.417722),  Route carried "under" structure: State highway 108,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 24%,  Features Intersected: SH 108 NORTH,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.443,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>   Show street view

Structure Number: 20730031404118,  Location: 3.0 MI W OF FM 919 (Lat: 32.505772,  Lng: -98.417769),  Route carried "under" structure: State highway 108,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 24%,  Features Intersected: SH 108 NORTH,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.449,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)