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

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Structure Number: 180570036402082,  Location: 0.3 Mi SW of Denton C/L (Lat: 32.987672,  Lng: -97.012731),  Route carried "on" structure: State highway 121,  Year Built: 1991,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 65,172 (year 2019),  Average Future Daily Traffic: 58,180 (year 2031),  Design Load: HS 20,  Features Intersected: Denton Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 4,  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: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.57m (67.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $64,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570036402083,  Location: 0.3 Mi SW of Denton C/L (Lat: 32.986292,  Lng: -97.013819),  Route carried "on" structure: State highway 121,  Year Built: 1991,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 70,797 (year 2019),  Average Future Daily Traffic: 58,180 (year 2031),  Design Load: HS 20,  Features Intersected: Denton Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 5,  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: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.57m (67.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $64,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570036402452,  Location: 0.25 MI SW OF DENTON C/L (Lat: 32.986200,  Lng: -97.013453),  Route carried "on" structure: ServiceState highway 121,  Year Built: 1998,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2036),  Design Load: HS 20,  Features Intersected: Denton Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570036402453,  Location: 0.25 MI SW OF DENTON C/L (Lat: 32.986539,  Lng: -97.014672),  Route carried "on" structure: ServiceState highway 121,  Year Built: 1998,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,000 (year 2036),  Design Load: HS 20,  Features Intersected: Denton Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570036402617,  Location: 1.5 MI NE OF IH 635 (Lat: 32.972850,  Lng: -97.028439),  Route carried "on" structure: State highway 121,  Year Built: 2017,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 55,300 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,500 (year 2025),  Design Load: HL 93,  Features Intersected: W SANDY LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570036402618,  Location: 3.5 MI NE of IH 635 (Lat: 32.980039,  Lng: -97.020750),  Route carried "on" structure: State highway 121,  Year Built: 2017,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 54,600 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 109,900 (year 2025),  Design Load: HL 93,  Features Intersected: Freeport Pkwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.526,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  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: 28.0m (91.9ft),  Out-to-Out Width: 28.7m (94.2ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18057003640262,  Location: 2.0 MI NE OF IH 635 (Lat: 32.975839,  Lng: -97.024719),  Route carried "on" structure: Ramp State highway 121,  Year Built: 2015,  Status: Open,  Structure Length: 35.36m (116.01ft),  Average Daily Traffic: 6,900 (year 2005),  Average Future Daily Traffic: 13,600 (year 2025),  Design Load: HL 93,  Features Intersected: SH 121 NB OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570237407343,  Location: 8.3 MI W OF IH 35E (Lat: 32.947272,  Lng: -97.029011),  Route carried "on" structure: Interstate 635,  Year Built: 1979,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 47,751 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,502 (year 2040),  Design Load: HS 20,  Features Intersected: DART RR & COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.178,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237407344,  Location: 8.3 MI W OF IH 35E (Lat: 32.947283,  Lng: -97.026750),  Route carried "on" structure: Interstate 635,  Year Built: 1979,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 47,751 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,502 (year 2040),  Design Load: HS 20,  Features Intersected: DART RR & COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.178,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237407345,  Location: 8.0 MI W OF IH 35E (Lat: 32.945367,  Lng: -97.022647),  Route carried "on" structure: Interstate 635,  Year Built: 1979,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 47,751 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,502 (year 2040),  Design Load: HS 20,  Features Intersected: ROYAL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.473,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 1 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: 38.1m (125.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237407346,  Location: 8.0 MI W OF IH 35E (Lat: 32.945775,  Lng: -97.021969),  Route carried "on" structure: Interstate 635,  Year Built: 1979,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 47,751 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,502 (year 2040),  Design Load: HS 20,  Features Intersected: ROYAL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.644,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 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: 38.1m (125.0ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237407348,  Location: 7.4 MI W OF IH 35E (Lat: 32.941489,  Lng: -97.013578),  Route carried "on" structure: Interstate 635,  Year Built: 1979,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 47,751 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,502 (year 2040),  Design Load: HS 20,  Features Intersected: GRAPEVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.757,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1805709B2610031,  Location: 0.5 MI E OF MOORE RD (Lat: 32.954711,  Lng: -96.968803),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 10,053 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,600 (year 2037),  Features Intersected: GRAPEVINE CREEK,  Facility Carried by Structure: BELT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.069,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than 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: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570LE9126001,  Location: 0.3 MI W of Mockingbird L (Lat: 32.958817,  Lng: -96.973492),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,604 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,246 (year 2039),  Features Intersected: Trib. to Grapevine Creek,  Facility Carried by Structure: E. Bethel Sch Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570V00015001,  Location: 1.8 MI W OF IH 35E (Lat: 32.951881,  Lng: -96.946333),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,651 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,810 (year 2037),  Features Intersected: WEST ELM OVERFLOW,  Facility Carried by Structure: BELT LINE RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.679,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00015002,  Location: 1.8 MI W OF IH 35E (Lat: 32.952014,  Lng: -96.945975),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,651 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,810 (year 2037),  Features Intersected: WEST ELM OVERFLOW,  Facility Carried by Structure: BELT LINE ROAD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.679,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00025001,  Location: 0.1MI E OF DENTON TAP RD (Lat: 32.954192,  Lng: -96.992078),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 340 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 340 (year 2037),  Features Intersected: TRIB OF GRAPEVINE CREEK,  Facility Carried by Structure: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: 180570V0002503,  Location: 0.3 MI W OF DENTON TAP RD (Lat: 32.954581,  Lng: -96.997083),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 10,009 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,012 (year 2017),  Design Load: HS 20,  Features Intersected: GRAPEVINE CREEK,  Facility Carried by Structure: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570V00030002,  Location: 0.1MI W OF DENTON TAP RD (Lat: 32.959911,  Lng: -96.995467),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,449 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,228 (year 2037),  Features Intersected: TRIB OF GRAPEVINE CRK,  Facility Carried by Structure: BETHEL SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570V00030003,  Location: 0.5 MI W OF S COPPELL RD (Lat: 32.954750,  Lng: -96.998011),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 10,009 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,012 (year 2037),  Features Intersected: GRAPEVINE CREEK TRIB,  Facility Carried by Structure: BETHEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570V00065002,  Location: 0.1 MI N OF BETHEL RD (Lat: 32.955656,  Lng: -97.006736),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,146 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,210 (year 2037),  Features Intersected: TRIB OF GRAPEVINE CR,  Facility Carried by Structure: SOUTH COPPELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.798,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570V00065003,  Location: 0.1 MI N OF PARKWAY BLVD (Lat: 32.980489,  Lng: -97.011047),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 838 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,173 (year 2037),  Features Intersected: DRAW,  Facility Carried by Structure: N COPPELL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 180570V00065004,  Location: 1.2 MI E OF SH 121 (Lat: 32.970747,  Lng: -97.008031),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,389 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,144 (year 2037),  Design Load: HL 93,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: SANDY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570V00070001,  Location: 0.5 MI W OF DENTON TAP RD (Lat: 32.948372,  Lng: -97.000964),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 4,265 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,971 (year 2037),  Design Load: HL 93,  Features Intersected: GRAPEVINE CREEK,  Facility Carried by Structure: SOUTHWESTERN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00100002,  Location: 0.8 MI N OF SANDY LAKE RD (Lat: 32.981486,  Lng: -96.993672),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 24,779 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,690 (year 2037),  Features Intersected: DENTON CREEK,  Facility Carried by Structure: DENTON TAP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of corrective action,  Waterway Adequacy: Better than 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 Precast Panels

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Structure Number: 180570V00100003,  Location: 0.7 MI N OF SANDY LAKE RD (Lat: 32.978475,  Lng: -96.993347),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 24,779 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,690 (year 2037),  Features Intersected: COTTONWOOD BRANCH,  Facility Carried by Structure: DENTON TAP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570V00100004,  Location: 0.1 MI N OF BETHEL ROAD (Lat: 32.955594,  Lng: -96.993328),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 24,779 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,690 (year 2037),  Features Intersected: BR OF GRAPEVINE CREEK,  Facility Carried by Structure: DENTON TAP RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00100005,  Location: 0.1 MI N OF BETHEL ROAD (Lat: 32.955642,  Lng: -96.993528),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 24,779 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,690 (year 2037),  Features Intersected: BR OF GRAPEVINE CREEK,  Facility Carried by Structure: DENTON TAP RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00106001,  Location: 0.01 MI E OF HEARTZ RD (Lat: 32.974861,  Lng: -96.988842),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 340 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 340 (year 2037),  Features Intersected: PARKS OF COPPELL LAKE,  Facility Carried by Structure: FIRELIGHT WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 180570V00107005,  Location: 0.3 MI SE OF HWY 121 (Lat: 32.977300,  Lng: -97.016292),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2039),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Freeport Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  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: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570V00107007,  Location: 2.1 MI S OF SANDY LN (Lat: 32.943092,  Lng: -97.010972),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 14,313 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,038 (year 2037),  Design Load: HL 93,  Features Intersected: GRAPEVINE CREEK,  Facility Carried by Structure: FREEPORT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.473,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570V00197001,  Location: 0.6 MI S OF DEFOREST RD (Lat: 32.978511,  Lng: -96.964178),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 22,531 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,543 (year 2037),  Design Load: HS 20,  Features Intersected: DENTON CREEK TRIB,  Facility Carried by Structure: MAC ARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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: Better than 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: 180570V00197002,  Location: 1.0 MI S OF DEFOREST RD (Lat: 32.973983,  Lng: -96.960175),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 22,531 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,543 (year 2037),  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: MAC ARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than 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: 180570V00197003,  Location: 1.6 M NW OF SANDY LAKE RD (Lat: 32.987061,  Lng: -96.973381),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 11,266 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,772 (year 2037),  Features Intersected: DENTON CREEK TRIB,  Facility Carried by Structure: MACARTHUR BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very 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: High priority of replacement,  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: January 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00197004,  Location: 1.6 M NW OF SANDY LAKE RD (Lat: 32.986956,  Lng: -96.973653),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 11,266 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,772 (year 2037),  Features Intersected: DENTON CREEK TRIB,  Facility Carried by Structure: MACARTHUR BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: High priority of replacement,  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: January 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00197005,  Location: 1.8 M NW OF SANDY LAKE RD (Lat: 32.988817,  Lng: -96.973522),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 11,266 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,772 (year 2037),  Features Intersected: DENTON CREEK,  Facility Carried by Structure: MACARTHUR BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00197006,  Location: 1.8 M NW OF SANDY LAKE RD (Lat: 32.989100,  Lng: -96.973856),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 11,266 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,772 (year 2037),  Features Intersected: DENTON CREEK,  Facility Carried by Structure: MACARTHUR BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00210001,  Location: 0.1 MI N OF BELT LINE RD (Lat: 32.956225,  Lng: -96.976717),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 5,631 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,883 (year 2037),  Features Intersected: GRAPEVINE CREEK,  Facility Carried by Structure: MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570V00243001,  Location: 0.6 MI E OF DENTON TAP RD (Lat: 32.978517,  Lng: -96.984550),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,916 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,082 (year 2037),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: PARKWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.310,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570V00243002,  Location: 1.1 MI E OF DENTON TAP RD (Lat: 32.976714,  Lng: -96.975817),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,916 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,082 (year 2037),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: PARKWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.224,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

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: January 2021