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

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Structure Number: 2220000810203,  Location: .3 MI N OF FM 1709 (Lat: 32.975739,  Lng: -97.243208),  Route carried "on" structure: US 377,  Year Built: 2009,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 19,486 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,640 (year 2029),  Design Load: HS 20,  Features Intersected: TRIB TO MARSHALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 48 months,  Inspection Date: May 2018

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Structure Number: 22200008102173,  Location: 4.75 MI E OF IH 35 (Lat: 32.985203,  Lng: -97.236672),  Route carried "on" structure: US 377,  Year Built: 1992,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 19,486 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,390 (year 2033),  Design Load: HS 20,  Features Intersected: Future SH 170
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.396,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 22200008102174,  Location: 0.5 MI S OF SH 170 (Lat: 32.980192,  Lng: -97.240972),  Route carried "on" structure: US 377,  Year Built: 1994,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,486 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,390 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB MARSHALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.180,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 22200035303013,  Location: 0.2 MI SE OF KIRKLAND (Lat: 32.979747,  Lng: -97.165342),  Route carried "on" structure: State highway 114,  Year Built: 1930,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 108,140 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,690 (year 2033),  Features Intersected: KIRKWOOD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.451,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 22200035303203,  Location: 4.1 MI N OF FM 1709 (Lat: 32.981811,  Lng: -97.167158),  Route carried "on" structure: State highway 114,  Year Built: 1988,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 37,740 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,840 (year 2033),  Design Load: HS 20,  Features Intersected: W KIRKWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.029,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

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

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Structure Number: 22200035303204,  Location: 4.1 MI NW OF FM 1709 (Lat: 32.981839,  Lng: -97.167131),  Route carried "on" structure: State highway 114,  Year Built: 1988,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 37,740 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,840 (year 2033),  Design Load: HS 20,  Features Intersected: W KIRKWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.029,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

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

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Structure Number: 2220003530346,  Location: 3.0 Miles E of US 377 (Lat: 32.989264,  Lng: -97.181553),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,400 (year 2015),  Average Future Daily Traffic: 3,700 (year 2035),  Design Load: HS 20,  Features Intersected: SH 114,  Facility Carried by Structure: Davis Blvd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 22200035303461,  Location: 3.0 Miles E of US 377 (Lat: 32.989336,  Lng: -97.181747),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,400 (year 2015),  Average Future Daily Traffic: 3,700 (year 2035),  Design Load: HS 20,  Features Intersected: SH 114,  Facility Carried by Structure: Davis Blvd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 2220019780101,  Location: 1.7 Mi. S. of SH-114 (Lat: 32.964781,  Lng: -97.186031),  Route carried "on" structure: State highway 1938,  Year Built: 2013,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 37,239 (year 2019),  Average Future Daily Traffic: 39,460 (year 2033),  Design Load: HS 20,  Features Intersected: Kirkwood Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Out-to-Out Width: 43.7m (143.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 22200NN0045001,  Location: 0.40 MI SE OF SH 170 (Lat: 32.990392,  Lng: -97.215733),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2036),  Features Intersected: MARSHALL BRANCH,  Facility Carried by Structure: J T OTTINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.624,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22200NN0060001,  Location: 0.73 MI W SH 114 (Lat: 32.970942,  Lng: -97.171092),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,280 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,330 (year 2036),  Features Intersected: HIGGINS BRANCH,  Facility Carried by Structure: DOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200NN0065001,  Location: 300 FT S OF W KIRKWOOD BL (Lat: 32.979364,  Lng: -97.170883),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,036 (year 2019),  Average Future Daily Traffic: 1,890 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB OF KIRKWOOD BRANCH,  Facility Carried by Structure: SAM SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 22200NN0065002,  Location: 0.3 MI S KIRKWOOD BLVD (Lat: 32.977319,  Lng: -97.168264),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,036 (year 2019),  Average Future Daily Traffic: 1,890 (year 2036),  Design Load: HS 20,  Features Intersected: KIRKWOOD BRANCH,  Facility Carried by Structure: SAM SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22200NN0070001,  Location: 0.3 MI W OF SH 114 (Lat: 32.980308,  Lng: -97.172169),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,520 (year 2016),  Average Future Daily Traffic: 10,570 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB OF KIRKWOOD BRANCH,  Facility Carried by Structure: W KIRKWOOD BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000

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Structure Number: 22200NN0070002,  Location: 0.3 MI W OF SH 114 (Lat: 32.980558,  Lng: -97.172256),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10,520 (year 2016),  Average Future Daily Traffic: 10,570 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB OF KIRKWOOD BRANCH,  Facility Carried by Structure: W KIRKWOOD BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 22200NN0075001,  Location: 55 FT E OF SAM SCHOOL RD (Lat: 32.979186,  Lng: -97.170281),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 100 (year 2016),  Average Future Daily Traffic: 150 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB OF KIRKWOOD BRANCH,  Facility Carried by Structure: VILLAGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 22200NN0080001,  Location: 0.1 MI S OF SH 170 (Lat: 32.985158,  Lng: -97.228825),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 4,368 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,730 (year 2036),  Features Intersected: MARSHALL BRANCH,  Facility Carried by Structure: ROANOKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200NN0700001,  Location: 1.26 MI W OF DAVIS BLVD (Lat: 32.978375,  Lng: -97.206981),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,795 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2036),  Design Load: HL 93,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: DOVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m

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 24 months,  Inspection Date: July 2020

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Structure Number: 180610035302222,  Location: 1.40 MI E OF US 377 (Lat: 32.997181,  Lng: -97.207925),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 100 (year 2014),  Average Future Daily Traffic: 150 (year 2034),  Design Load: HS 20,  Features Intersected: SH 114,  Facility Carried by Structure: TROPHY LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.9m (98.1ft)

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

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Structure Number: 180610035302223,  Location: 1.50 MI E OF US 377 (Lat: 32.997178,  Lng: -97.205097),  Route carried "on" structure: State highway 114,  Year Built: 1994,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 63,770 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 130,350 (year 2030),  Design Load: HS 20,  Features Intersected: MARSHALL BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.465,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.37m (56.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $55,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610035302224,  Location: 1.50 MI E OF US 377 (Lat: 32.996133,  Lng: -97.204714),  Route carried "on" structure: State highway 114,  Year Built: 1994,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 63,770 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 130,350 (year 2030),  Design Load: HS 20,  Features Intersected: MARSHALL BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.395,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.58m (54.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $53,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610035302225,  Location: 2.50 MI E OF US 377 (Lat: 32.991756,  Lng: -97.187806),  Route carried "on" structure: State highway 114,  Year Built: 1994,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 79,602 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,090 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.043,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

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Structure Number: 180610035302227,  Location: 2.20 MI E OF US 377 (Lat: 32.992842,  Lng: -97.192258),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 3,200 (year 2013),  Average Future Daily Traffic: 5,800 (year 2033),  Design Load: HS 20,  Features Intersected: SH 114,  Facility Carried by Structure: TROPHY CLUB DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610035302414,  Location: 1.53 MI NORTH OF US 377 (Lat: 32.996697,  Lng: -97.204528),  Route carried "on" structure: State highway 114,  Year Built: 2013,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 35,740 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,040 (year 2033),  Design Load: HL 93,  Features Intersected: MARSHALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.428,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.7m (84.3ft)

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: 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610035302415,  Location: 1.38 MI W OF FM 1938 (Lat: 33.000856,  Lng: -97.215956),  Route carried "on" structure: Ramp State highway 114,  Year Built: 2014,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 8,000 (year 2013),  Average Future Daily Traffic: 10,306 (year 2033),  Design Load: HL 93,  Features Intersected: SH 114 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.820,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 16 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610035302416,  Location: 1.53 MI E OF US 377 (Lat: 32.996456,  Lng: -97.204531),  Route carried "on" structure: State highway 114,  Year Built: 2013,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 63,770 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 82,120 (year 2030),  Design Load: HL 93,  Features Intersected: MARSHALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.428,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 24.9m (81.7ft)

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: 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180610035302417,  Location: 0.29 MI NW TROPHY LK DR (Lat: 32.999361,  Lng: -97.212911),  Route carried "on" structure: Ramp State highway 170,  Year Built: 2012,  Status: Open,  Structure Length: 19.48m (63.91ft),  Average Daily Traffic: 2,200 (year 2014),  Average Future Daily Traffic: 2,500 (year 2034),  Design Load: HL 93,  Features Intersected: SH 170 WB CONN A,  Facility Carried by Structure: SH 114
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.788,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610035302418,  Location: 0.23 MI NW TROPHY LK DR (Lat: 32.998217,  Lng: -97.213542),  Route carried "on" structure: Ramp State highway 114,  Year Built: 2012,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 570 (year 2013),  Average Future Daily Traffic: 810 (year 2033),  Design Load: HL 93,  Features Intersected: SH 114 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.771,  Lanes on structure: 2,  Lanes under structure: 1,  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: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610035302419,  Location: 0.17 MI NW TROPHY LK DR (Lat: 32.998650,  Lng: -97.210583),  Route carried "on" structure: State highway 170,  Year Built: 2013,  Status: Open,  Structure Length: 39.29m (128.90ft),  Average Daily Traffic: 13,100 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,350 (year 2033),  Design Load: HL 93,  Features Intersected: SH 114
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.788,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 80.8m (265.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610355901174,  Location: 0.8 Mi SW of SH 114 (Lat: 32.991169,  Lng: -97.223450),  Route carried "on" structure: State highway 170,  Year Built: 2017,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 28,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,000 (year 2038),  Design Load: HL 93,  Features Intersected: Parish Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610355901175,  Location: 0.8 Mi SW of SH 114 (Lat: 32.992200,  Lng: -97.223150),  Route carried "on" structure: State highway 170,  Year Built: 2017,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 28,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,000 (year 2038),  Design Load: HL 93,  Features Intersected: Parish Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610355902006,  Location: 5.4 MI E of IH 35E (Lat: 32.988467,  Lng: -97.225639),  Route carried "on" structure: State highway 170,  Year Built: 1992,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2035),  Design Load: HS 20,  Features Intersected: Trib. of Marshall Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 24 months,  Inspection Date: November 2021

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Structure Number: 22200035303203,  Location: 4.1 MI N OF FM 1709 (Lat: 32.915000,  Lng: -97.167386),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 10,520 (year 2014),  Features Intersected: SH 114 EB,  Facility Carried by Structure: SH-114 EB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.850,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 22200035303204,  Location: 4.1 MI NW OF FM 1709 (Lat: 32.982022,  Lng: -97.166939),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 10,520 (year 2014),  Features Intersected: SH 114 WB,  Facility Carried by Structure: SH-114 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.885,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 2220003530346,  Location: 3.0 Miles E of US 377 (Lat: 32.989517,  Lng: -97.181325),  Route carried "under" structure: State highway 114,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 75,490 (year 2013),  Truck Traffic: 8%,  Features Intersected: DAVIS BLVD NB,  Facility Carried by Structure: Davis Blvd NB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 7.368,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 22200035303461,  Location: 3.0 Miles E of US 377 (Lat: 32.989253,  Lng: -97.181881),  Route carried "under" structure: State highway 114,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 75,490 (year 2013),  Truck Traffic: 8%,  Features Intersected: DAVIS BLVD SB,  Facility Carried by Structure: Davis Blvd SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 7.337,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 180610035302222,  Location: 1.40 MI E OF US 377 (Lat: 32.997181,  Lng: -97.207925),  Route carried "under" structure: ServiceState highway 114,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 48,840 (year 2013),  Truck Traffic: 9%,  Features Intersected: SH 114,  Facility Carried by Structure: TROPHY LAKE DRIVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.834,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 180610035302227,  Location: 2.20 MI E OF US 377 (Lat: 32.992842,  Lng: -97.192258),  Route carried "under" structure: State highway 114,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 71,490 (year 2013),  Truck Traffic: 8%,  Features Intersected: SH 114,  Facility Carried by Structure: TROPHY CLUB DRIVE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 16.169,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 180610035302415,  Location: 1.38 MI W OF FM 1938 (Lat: 33.000856,  Lng: -97.215956),  Route carried "under" structure: State highway 114,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 38,490 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH 114 ML
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 17.820,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 180610035302417,  Location: 0.29 MI NW TROPHY LK DR (Lat: 32.999300,  Lng: -97.212900),  Route carried "under" structure: State highway 114,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 71,490 (year 2013),  Truck Traffic: 8%,  Features Intersected: SH 170 WB CONN A
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 32.771,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 180610035302418,  Location: 0.23 MI NW TROPHY LK DR (Lat: 32.998200,  Lng: -97.213500),  Route carried "under" structure: ServiceState highway 114,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2014),  Truck Traffic: 5%,  Features Intersected: SH 114 EBFR
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 33.210,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 180610035302419,  Location: 0.17 MI NW TROPHY LK DR (Lat: 32.998600,  Lng: -97.210500),  Route carried "under" structure: State highway 114,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 71,490 (year 2013),  Truck Traffic: 8%,  Features Intersected: SH 114,  Facility Carried by Structure: SH 170 WB
Minimum Vertical Clearance: 8.10m (26.57ft),  Kilometerpoint: 32.996,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 80.8m (265.1ft)

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Structure Number: 180610355901174,  Location: 0.8 Mi SW of SH 114 (Lat: 32.991175,  Lng: -97.223450),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 3%,  Features Intersected: Parish Ln,  Facility Carried by Structure: SH 170 EB
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180610355901175,  Location: 0.8 Mi SW of SH 114 (Lat: 32.992208,  Lng: -97.223158),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 3%,  Features Intersected: Parish Ln,  Facility Carried by Structure: SH 170 WB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)