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

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Structure Number: 91610001501511,  Location: 2.8 Mi S of LP 340 (Lat: 31.457483,  Lng: -97.173097),  Route carried "on" structure: State highway 2063,  Year Built: 2009,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 4,621 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,680 (year 2037),  Design Load: HL 93,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.338,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 91610001501609,  Location: 0.2 Mi S of FM 2063 (Lat: 31.455492,  Lng: -97.174328),  Route carried "on" structure: Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 69,580 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 97,410 (year 2037),  Design Load: HL 93,  Features Intersected: Chambers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.029,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: 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

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Structure Number: 91610001501625,  Location: 0.4 MI. S. of FM 3148 (Lat: 31.417389,  Lng: -97.197761),  Route carried "on" structure: ServiceState highway 35,  Year Built: 2014,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 3,060 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,290 (year 2037),  Design Load: HL 93,  Features Intersected: BULLHIDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.851,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal 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 Precast Panels

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Structure Number: 91610001501626,  Location: 0.4 MI S OF FM 3148 (Lat: 31.417408,  Lng: -97.197244),  Route carried "on" structure: Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 34,790 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 48,705 (year 2037),  Design Load: HL 93,  Features Intersected: BULLHIDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.582,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501627,  Location: 0.4 MI S OF FM 3148 (Lat: 31.417122,  Lng: -97.197039),  Route carried "on" structure: Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 34,790 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 48,705 (year 2037),  Design Load: HL 93,  Features Intersected: BULLHIDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.582,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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 Precast Panels

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Structure Number: 91610001501628,  Location: 0.4 MI S OF FM 3148 (Lat: 31.417428,  Lng: -97.196156),  Route carried "on" structure: ServiceState highway 35,  Year Built: 2015,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 3,060 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,290 (year 2037),  Design Load: HL 93,  Features Intersected: BULLHIDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.532,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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 Precast Panels

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Structure Number: 91610001501631,  Location: 9.50 MI N OF FM 107 (Lat: 31.421417,  Lng: -97.194228),  Route carried "on" structure: State highway 1695,  Year Built: 2015,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 1,344 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,833 (year 2037),  Design Load: HL 93,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501632,  Location: 9.50 MI N OF FM 107 (Lat: 31.421633,  Lng: -97.194108),  Route carried "on" structure: State highway 1695,  Year Built: 2015,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 1,344 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,833 (year 2037),  Design Load: HL 93,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than 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: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501633,  Location: 9.50 MI N OF FM 107 (Lat: 31.421792,  Lng: -97.194014),  Route carried "on" structure: State highway 1695,  Year Built: 2015,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 1,345 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,883 (year 2037),  Design Load: HL 93,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.195,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Precast Panels

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Structure Number: 91610001502606,  Location: 0.10 Mi S of FM 1695 (Lat: 31.420203,  Lng: -97.195978),  Route carried "on" structure: Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 65,120 (year 2011),  Truck Traffic: 28%,  Average Future Daily Traffic: 91,170 (year 2031),  Design Load: HL 93,  Features Intersected: Trib Bullhide Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.148,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 91610001502607,  Location: 1.30 Mi N of FM 3148 (Lat: 31.437800,  Lng: -97.184061),  Route carried "on" structure: Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 65,120 (year 2011),  Truck Traffic: 28%,  Average Future Daily Traffic: 91,170 (year 2031),  Design Load: HL 93,  Features Intersected: Castleman Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.459,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 91610001521436,  Location: 0.2 Mi N of FM 2063 (Lat: 31.464611,  Lng: -97.182222),  Route carried "on" structure: State highway 3476,  Year Built: 1992,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 11,618 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,600 (year 2037),  Design Load: HS 20,  Features Intersected: Chambers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.855,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 91610206001001,  Location: 0.2 Mi SW of IH 35 (Lat: 31.456272,  Lng: -97.175481),  Route carried "on" structure: State highway 2113,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 5,769 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,410 (year 2033),  Design Load: H 15,  Features Intersected: Chambers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610206001002,  Location: 1.6 Mi SW of IH 35 (Lat: 31.445092,  Lng: -97.193561),  Route carried "on" structure: State highway 2113,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 5,769 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,520 (year 2033),  Design Load: H 15,  Features Intersected: Castleman Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.739,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610206001003,  Location: 3.6 Mi SW of IH 35 (Lat: 31.429939,  Lng: -97.221056),  Route carried "on" structure: State highway 2113,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 6,393 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,790 (year 2033),  Design Load: H 15,  Features Intersected: Bullhide Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610250601001,  Location: 1.2 Mi N of FM 2113 (Lat: 31.452186,  Lng: -97.202197),  Route carried "on" structure: State highway 1695,  Year Built: 1961,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 8,238 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,390 (year 2033),  Features Intersected: Castleman Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.900,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.8m (84.6ft)

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

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Structure Number: 91610250601003,  Location: 1.2 Mi NW of IH 35 (Lat: 31.435436,  Lng: -97.206381),  Route carried "on" structure: State highway 1695,  Year Built: 2008,  Status: Open,  Structure Length: 21.49m (70.51ft),  Average Daily Traffic: 8,238 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,390 (year 2033),  Design Load: HL 93,  Features Intersected: UP RR & FM 2113
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.498,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610250601004,  Location: 0.2 Mi W of IH 35 (Lat: 31.423369,  Lng: -97.197581),  Route carried "on" structure: State highway 1695,  Year Built: 2008,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 8,238 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,390 (year 2033),  Design Load: HS 20,  Features Intersected: Trib of Bullhide Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.416,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 91610262501002,  Location: 0.2 Mi S of FM 2063 (Lat: 31.454133,  Lng: -97.175517),  Route carried "on" structure: Ramp State highway 2113,  Year Built: 2013,  Status: Open,  Structure Length: 71.17m (233.50ft),  Average Daily Traffic: 2,100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,900 (year 2033),  Design Load: HL 93,  Features Intersected: IH 35 & FM 2063
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.343,  Lanes on structure: 1,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 13,  Length of Maximum Span: 96.9m (317.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 91610AA0328001,  Location: 1.50 MI NE OF FM 2837 (Lat: 31.444661,  Lng: -97.228536),  Route carried "on" structure: County highway 105,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 644 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2036),  Features Intersected: BULL HIDE CRK #86,  Facility Carried by Structure: WARREN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  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: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610AA9536001,  Location: 0.3 MI S OF FM 3148 (Lat: 31.416453,  Lng: -97.193831),  Route carried "on" structure: County highway 9536,  Year Built: 2006,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,682 (year 2020),  Average Future Daily Traffic: 80 (year 2036),  Design Load: HL 93,  Features Intersected: BULL HIDE CREEK MAP#2004,  Facility Carried by Structure: OLD WACO/TEMPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610V00215001,  Location: 1.50 MI SE OF US 84 (Lat: 31.481647,  Lng: -97.201019),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 392 (year 2020),  Average Future Daily Traffic: 500 (year 2032),  Features Intersected: FLAT CRK #1003 HEW,  Facility Carried by Structure: OLD HEWITT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 9.2m (30.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610V00460002,  Location: 0.30 MI S OF FM 2113 (Lat: 31.442078,  Lng: -97.190311),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,461 (year 2020),  Average Future Daily Traffic: 2,200 (year 2036),  Design Load: HS 20,  Features Intersected: CASTLEMAN CRK #335 HEW,  Facility Carried by Structure: OLD TEMPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $418,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610V00460003,  Location: 0.60 MI S OF FM 2113 (Lat: 31.437989,  Lng: -97.191531),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,461 (year 2020),  Average Future Daily Traffic: 2,200 (year 2036),  Design Load: HS 20,  Features Intersected: CASTLMAN CRK TR #336 HEW,  Facility Carried by Structure: OLD TEMPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000

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Structure Number: 91610001501511,  Location: 2.8 Mi S of LP 340 (Lat: 31.457483,  Lng: -97.173097),  Route carried "under" structure: Interstate 35,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 65,020 (year 2013),  Truck Traffic: 19%,  Features Intersected: IH 35,  Facility Carried by Structure: FM 2063
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 13.317,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 91610001501631,  Location: 9.50 MI N OF FM 107 (Lat: 31.421417,  Lng: -97.194228),  Route carried "under" structure: Interstate 35,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 69,580 (year 2017),  Truck Traffic: 34%,  Features Intersected: IH 35,  Facility Carried by Structure: FM 1695 SOUTH T/A
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 5.195,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 91610001501632,  Location: 9.50 MI N OF FM 107 (Lat: 31.421633,  Lng: -97.194108),  Route carried "under" structure: Interstate 35,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 69,580 (year 2017),  Truck Traffic: 34%,  Features Intersected: IH 35,  Facility Carried by Structure: FM 1695
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 5.195,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 91610001501633,  Location: 9.50 MI N OF FM 107 (Lat: 31.421792,  Lng: -97.194014),  Route carried "under" structure: Interstate 35,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 69,580 (year 2017),  Truck Traffic: 34%,  Features Intersected: IH 35,  Facility Carried by Structure: FM 1695 NORTH T/A
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 5.195,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 91610250601003,  Location: 1.2 Mi NW of IH 35 (Lat: 31.435436,  Lng: -97.206381),  Route carried "under" structure: State highway 2113,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,850 (year 2013),  Truck Traffic: 5%,  Features Intersected: UP RR & FM 2113,  Facility Carried by Structure: FM 1695
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 91610262501002,  Location: 0.2 Mi S of FM 2063 (Lat: 31.454133,  Lng: -97.175517),  Route carried "under" structure: Interstate 35,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 71,670 (year 2011),  Truck Traffic: 26%,  Features Intersected: IH 35 & FM 2063
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 96.9m (317.9ft)