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

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Structure Number: 91610196902009,  Location: 1.6 MI NE OF SH 6 (Lat: 31.606606,  Lng: -97.292358),  Route carried "on" structure: State highway 185,  Year Built: 1964,  Status: Open,  Structure Length: 85.19m (279.49ft),  Average Daily Traffic: 10,271 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,140 (year 2037),  Design Load: H 20,  Features Intersected: N BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.128,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 43,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 106.50m (349.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: April 2017,  Bridge Improvement Cost: $10,200,000,  Roadway Improvement Cost: $2,600,000,  Total Project Cost: $16,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610231001002,  Location: 5.4 Mi SE of SH 317 (Lat: 31.435556,  Lng: -97.332281),  Route carried "on" structure: State highway 2416,  Year Built: 1958,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 569 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 780 (year 2037),  Features Intersected: Willow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.694,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 91610231001003,  Location: 3.3 Mi NW of FM 2113 (Lat: 31.436736,  Lng: -97.324544),  Route carried "on" structure: State highway 2416,  Year Built: 1958,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 968 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,110 (year 2037),  Features Intersected: Willow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.658,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 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: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 91610231001004,  Location: 2.2 Mi NW of FM 2113 (Lat: 31.421742,  Lng: -97.314208),  Route carried "on" structure: State highway 2416,  Year Built: 1958,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 968 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,110 (year 2037),  Design Load: H 15,  Features Intersected: S Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 39.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $846,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $1,057,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610231101001,  Location: 3.0 MI NW INT FM 933 (Lat: 31.599875,  Lng: -97.157817),  Route carried "on" structure: State highway 3051,  Year Built: 1969,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 18,098 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,000 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.075,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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: 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: 91610231101002,  Location: 1.4 MI W OF FM 933 (Lat: 31.608592,  Lng: -97.130572),  Route carried "on" structure: State highway 3051,  Year Built: 1969,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 9,914 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2037),  Design Load: H 20,  Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.966,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610231101007,  Location: 1.4 MI W OF FM 933 (Lat: 31.608897,  Lng: -97.130531),  Route carried "on" structure: State highway 3051,  Year Built: 1988,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 9,907 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2037),  Design Load: HS 20,  Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.966,  Lanes on 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: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610236201001,  Location: 1.00 Mi N of SH 6 (Lat: 31.561525,  Lng: -97.067714),  Route carried "on" structure: State highway 340,  Year Built: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 15,984 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,180 (year 2030),  Design Load: HS 20,  Features Intersected: Trib Brazos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 91610239501001,  Location: 1.2 MI E OF LP 340 (Lat: 31.564119,  Lng: -97.048733),  Route carried "on" structure: State highway 2491,  Year Built: 1960,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 1,104 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,770 (year 2037),  Features Intersected: TEHUACANA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.944,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $762,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $952,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610239501002,  Location: 1.7 MI E OF LP 340 (Lat: 31.565125,  Lng: -97.040483),  Route carried "on" structure: State highway 2491,  Year Built: 1960,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,104 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,770 (year 2037),  Features Intersected: WILLIAMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $381,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $476,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610239501003,  Location: 2.0 MI E OF LP 340 (Lat: 31.564269,  Lng: -97.035478),  Route carried "on" structure: State highway 2491,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,104 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,770 (year 2037),  Design Load: H 20,  Features Intersected: TRIB TEHUACANA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.244,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 91610239602003,  Location: 2.0 Mi NW of FM 1637 (Lat: 31.655978,  Lng: -97.260064),  Route carried "on" structure: State highway 2490,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,856 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,630 (year 2033),  Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.897,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610250601002,  Location: 1.1 Mi SE of US 84 (Lat: 31.484733,  Lng: -97.209736),  Route carried "on" structure: State highway 1695,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 30,479 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 26,050 (year 2033),  Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.912,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 91610312901002,  Location: 5.3 Mi NE of SH 317 (Lat: 31.510750,  Lng: -97.364350),  Route carried "on" structure: State highway 3047,  Year Built: 1976,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 906 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,150 (year 2037),  Design Load: HS 20,  Features Intersected: Trib Middle Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.518,  Lanes on structure: 2,  Owner: State 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: 2.1m (6.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610312901003,  Location: 6.3 Mi NE of SH 317 (Lat: 31.517669,  Lng: -97.349114),  Route carried "on" structure: State highway 3047,  Year Built: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 906 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 760 (year 2033),  Design Load: HS 20,  Features Intersected: Trib Middle Bosque River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.165,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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 48 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610333001001,  Location: 0.5 MI SW INT SH 6 (Lat: 31.502494,  Lng: -97.187950),  Route carried "on" structure: State highway 3223,  Year Built: 1973,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 18,883 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,630 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.845,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  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: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000

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Structure Number: 91610352101003,  Location: 0.9 MI S OF US 84 (Lat: 31.474094,  Lng: -97.275119),  Route carried "on" structure: State highway 2837,  Year Built: 2004,  Status: Open,  Structure Length: 24.81m (81.40ft),  Average Daily Traffic: 4,534 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,350 (year 2037),  Design Load: HS 20,  Features Intersected: S BOSQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.475,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 91610AA0120001,  Location: 0.70 MI S OF US 84 (Lat: 31.431303,  Lng: -97.463933),  Route carried "on" structure: County highway 449,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 60 (year 2016),  Average Future Daily Traffic: 60 (year 2036),  Features Intersected: BR HARRIS CRK #345,  Facility Carried by Structure: OLD OGLESBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

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: 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: 91610AA0186001,  Location: 0.60 MI S OF FM 185 (Lat: 31.575744,  Lng: -97.304892),  Route carried "on" structure: County highway 420,  Year Built: 1988,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 160 (year 2020),  Average Future Daily Traffic: 330 (year 2036),  Features Intersected: TENNANT BR TRIB #415,  Facility Carried by Structure: SPEEGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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 2020,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $313,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0186002,  Location: 2.65 MI SE OF FM 185 (Lat: 31.554636,  Lng: -97.284050),  Route carried "on" structure: County highway 420,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,089 (year 2020),  Average Future Daily Traffic: 1,500 (year 2036),  Features Intersected: SPEEGLEVILLE CRK #413,  Facility Carried by Structure: SPEEGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Febuary 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0186003,  Location: 2.70 MI SE OF FM 185 (Lat: 31.553900,  Lng: -97.283500),  Route carried "on" structure: County highway 420,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,089 (year 2020),  Average Future Daily Traffic: 1,500 (year 2036),  Features Intersected: BR SPEEGLEVILLE CRK #416,  Facility Carried by Structure: SPEEGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Febuary 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0188001,  Location: 0.15 MI NW OF RANDY DR (Lat: 31.551372,  Lng: -97.297611),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 490 (year 2020),  Average Future Daily Traffic: 400 (year 2036),  Features Intersected: SPEEGLEVIL CRK TRIB #463,  Facility Carried by Structure: WILLOW GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Aluminum, Iron,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: March 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Aluminum

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Structure Number: 91610AA0195001,  Location: 3.70 MI SW OF SH 6 (Lat: 31.529222,  Lng: -97.299119),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 65 (year 2016),  Average Future Daily Traffic: 60 (year 2036),  Features Intersected: BR HOG CRK #913,  Facility Carried by Structure: MARIE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0330001,  Location: 0.85 MI NE OF FM 2188 (Lat: 31.447517,  Lng: -97.318528),  Route carried "on" structure: County highway 457,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 157 (year 2020),  Average Future Daily Traffic: 95 (year 2036),  Features Intersected: BAYLOR CRK #91,  Facility Carried by Structure: CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  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: 11.1m (36.4ft),  Out-to-Out Width: 11.5m (37.7ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0330003,  Location: 1.30 MI NW OF US 84 (Lat: 31.497931,  Lng: -97.298808),  Route carried "on" structure: County highway 426,  Year Built: 1964,  Status: Posted for load,  Structure Length: 20.15m (66.11ft),  Average Daily Traffic: 2,879 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,000 (year 2036),  Design Load: H 15,  Features Intersected: MID BOSQUE RI #902,  Facility Carried by Structure: SPEEGLEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.093,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  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: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.18m (82.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,308,000,  Roadway Improvement Cost: $577,000,  Total Project Cost: $2,885,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610AA0330004,  Location: 2.05 MI SW OF SH 6 (Lat: 31.525564,  Lng: -97.290950),  Route carried "on" structure: County highway 426,  Year Built: 1964,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 190 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2036),  Design Load: H 15,  Features Intersected: HOG CRK #903,  Facility Carried by Structure: SPEEGLEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.311,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $670,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $837,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610AA0330005,  Location: 0.50 MI S OF SPUR 412 (Lat: 31.556242,  Lng: -97.262911),  Route carried "on" structure: County highway 414,  Year Built: 1960,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 565 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 380 (year 2036),  Design Load: H 15,  Features Intersected: SPEEGLEVILLE CRK #912,  Facility Carried by Structure: SPEEGLEVILLE RD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.381,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $523,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610AA0345001,  Location: 0.10 MI NW OF SH 6 (Lat: 31.577439,  Lng: -97.291842),  Route carried "on" structure: County highway 418,  Year Built: 2001,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,357 (year 2020),  Average Future Daily Traffic: 3,000 (year 2036),  Design Load: HS 20,  Features Intersected: TENNANT BRANCH #423,  Facility Carried by Structure: DOSHER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610AA0345002,  Location: 1.15 MI N OF FM 185 (Lat: 31.602500,  Lng: -97.303678),  Route carried "on" structure: County highway 418,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 638 (year 2020),  Average Future Daily Traffic: 350 (year 2032),  Features Intersected: DAVIS BR #422,  Facility Carried by Structure: EICHELBERGER X'ING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0364001,  Location: 1.10 MI NW OF SPUR 412 (Lat: 31.577000,  Lng: -97.264764),  Route carried "on" structure: County highway 414,  Year Built: 1968,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 151 (year 2020),  Average Future Daily Traffic: 285 (year 2036),  Features Intersected: TENNANT BR #407,  Facility Carried by Structure: SPEEGLEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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: Febuary 2020,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $416,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610AA0376001,  Location: 2.70 MI SE OF FM 3434 (Lat: 31.634194,  Lng: -97.198575),  Route carried "on" structure: County highway 402,  Year Built: 1997,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 767 (year 2020),  Average Future Daily Traffic: 1,205 (year 2036),  Design Load: HS 20,  Features Intersected: GILES BRANCH # 355,  Facility Carried by Structure: ROCK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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: 91610AA0575001,  Location: 1.95 MI NE OF IH 35 (Lat: 31.673178,  Lng: -97.071636),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 140 (year 2020),  Average Future Daily Traffic: 300 (year 2036),  Features Intersected: LITTLE TEHUACANA CRK#296,  Facility Carried by Structure: LINCOLN CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.138,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-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: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $220,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0575002,  Location: 2.50 MI NE OF IH 35 (Lat: 31.677253,  Lng: -97.063675),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 161 (year 2020),  Average Future Daily Traffic: 100 (year 2036),  Features Intersected: POST OAK CRK #295,  Facility Carried by Structure: LINCOLN CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: April 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0581002,  Location: 3.0 MI EAST OF BELLMEAD (Lat: 31.598742,  Lng: -97.049544),  Route carried "on" structure: County highway 209,  Year Built: 2004,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 65 (year 2016),  Average Future Daily Traffic: 195 (year 2036),  Design Load: HS 20,  Features Intersected: TEHUACANA CREEK #2047
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.208,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610AA0581003,  Location: 0.75 MI E OF LP 340 (Lat: 31.591053,  Lng: -97.069733),  Route carried "on" structure: County highway 209,  Year Built: 2000,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 390 (year 2020),  Average Future Daily Traffic: 400 (year 2036),  Design Load: HS 20,  Features Intersected: LUCKY CRK BR #2039,  Facility Carried by Structure: OLD MEXIA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610AA0627001,  Location: 1.45 MI SE OF FM 308 (Lat: 31.678894,  Lng: -97.053675),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 123 (year 2020),  Average Future Daily Traffic: 80 (year 2036),  Design Load: HL 93,  Features Intersected: POST OAK CRK BR #293,  Facility Carried by Structure: SOLITUDE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 91610AA0708001,  Location: 0.03 MI NE OF N PLEASANT (Lat: 31.659989,  Lng: -97.025689),  Route carried "on" structure: County highway 708,  Year Built: 2020,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 32 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 45 (year 2038),  Design Load: HL 93,  Features Intersected: TEHUACANA CREEK #623,  Facility Carried by Structure: BAYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 91610AA0712002,  Location: 0.80 MI NW OF FM 1860 (Lat: 31.526847,  Lng: -97.031561),  Route carried "on" structure: County highway 204,  Year Built: 1996,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 123 (year 2020),  Average Future Daily Traffic: 150 (year 2036),  Design Load: HS 20,  Features Intersected: TEHUACANA CRK #1030,  Facility Carried by Structure: OLD MARLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 91610AA0723001,  Location: 0.35 MI NE OF LOOP 340 (Lat: 31.577092,  Lng: -97.066569),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 35 (year 2016),  Average Future Daily Traffic: 40 (year 2036),  Features Intersected: LUCKY CRK BR #2040,  Facility Carried by Structure: KENDALL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 91610AA0724001,  Location: 0.55 MI E OF LP 340 (Lat: 31.583392,  Lng: -97.069039),  Route carried "on" structure: County highway 724,  Year Built: 1998,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 448 (year 2020),  Average Future Daily Traffic: 400 (year 2036),  Design Load: HS 20,  Features Intersected: LUCKY CRK BR #2038,  Facility Carried by Structure: ORCHARD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 91610AA0806002,  Location: 2.5 MI NE OF FM 2416 (Lat: 31.461025,  Lng: -97.296006),  Route carried "on" structure: County highway 806,  Year Built: 2009,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 214 (year 2020),  Average Future Daily Traffic: 120 (year 2036),  Design Load: HL 93,  Features Intersected: HARRIS CREEK MAP # 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels