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

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Structure Number: 51520038001216,  Location: 1.20 MI NE OF LOOP 289 (Lat: 33.563925,  Lng: -101.922444),  Route carried "on" structure: US 82,  Year Built: 2009,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 29,850 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 48,911 (year 2035),  Design Load: HS 20,  Features Intersected: SLIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.838,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.5m (64.0ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51520038001217,  Location: 1.20 MI NE OF LOOP 289 (Lat: 33.564697,  Lng: -101.921994),  Route carried "on" structure: US 82,  Year Built: 2009,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 29,534 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 48,911 (year 2035),  Design Load: HS 20,  Features Intersected: SLIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.843,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

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,  Underclear: Meets minimum limits,  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

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Structure Number: 51520038001218,  Location: 0.20 MI SW OF SLIDE RD (Lat: 33.562639,  Lng: -101.925817),  Route carried "on" structure: US 82,  Year Built: 2009,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 15,880 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,911 (year 2031),  Design Load: HS 20,  Features Intersected: 34TH STREET SPLIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.533,  Lanes on structure: 2,  Lanes under structure: 3,  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: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

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,  Underclear: Meets minimum limits,  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

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Structure Number: 5152003800123,  Location: 0.3 MI SW OF SH 114 (Lat: 33.575194,  Lng: -101.903736),  Route carried "on" structure: US 62,  Year Built: 2007,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 52,644 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,000 (year 2030),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.035,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019

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Structure Number: 51520038001231,  Location: 1.25 MI SW OF LOOP 289 (Lat: 33.542706,  Lng: -101.957067),  Route carried "on" structure: US 62,  Year Built: 2015,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 18,680 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,000 (year 2033),  Design Load: HL 93,  Features Intersected: MILWAUKEE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.225,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 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: 39.6m (129.9ft),  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 51520038001232,  Location: 1.25 MI SW OF LOOP 289 (Lat: 33.542875,  Lng: -101.957078),  Route carried "on" structure: US 84,  Year Built: 2015,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 18,680 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,000 (year 2033),  Design Load: HL 93,  Features Intersected: MILWAUKEE AVENUE,  Facility Carried by Structure: US 62 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.225,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 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: 39.6m (129.9ft),  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 51520038001234,  Location: 2.48 MI SW OF LOOP 289 (Lat: 33.531800,  Lng: -101.974450),  Route carried "on" structure: US 62,  Year Built: 2017,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 14,184 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,590 (year 2035),  Design Load: HL 93,  Features Intersected: Upland Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.005,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 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: 43.3m (142.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51520038001235,  Location: 1.8 Miles W of LP 289 (Lat: 33.538939,  Lng: -101.962106),  Route carried "on" structure: Ramp State highway 327,  Year Built: 2016,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 9,340 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,080 (year 2033),  Design Load: HL 93,  Features Intersected: US 62/82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.425,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 51520038015228,  Location: 1.4 MILES EAST OF US62/82 (Lat: 33.539022,  Lng: -101.939339),  Route carried "on" structure: Spur State highway 327,  Year Built: 2009,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 11,767 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,160 (year 2033),  Design Load: HL 93,  Features Intersected: FRANKFORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.604,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 51520038015229,  Location: 0.5 MI EAST OF MILWAUKEE (Lat: 33.538533,  Lng: -101.948706),  Route carried "on" structure: Spur State highway 327,  Year Built: 2010,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 11,767 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,160 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019

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Structure Number: 51520038015233,  Location: 1.45 MI W OF LOOP 289 (Lat: 33.538881,  Lng: -101.957103),  Route carried "on" structure: US 327,  Year Built: 2014,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 18,680 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,000 (year 2033),  Design Load: HL 93,  Features Intersected: MILWAUKEE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.164,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.7m (67.9ft)

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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51520078301001,  Location: 0.40 MI N OF FM 835 (Lat: 33.554903,  Lng: -101.787953),  Route carried "on" structure: State highway 289,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,110 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,550 (year 2033),  Design Load: H 20,  Features Intersected: NFK DBL MTN FK BRAZOS RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.733,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Cathodic Protection

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Structure Number: 51520078301002,  Location: 0.40 MI N OF FM 835 (Lat: 33.554881,  Lng: -101.787739),  Route carried "on" structure: State highway 289,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,110 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,550 (year 2033),  Design Load: H 20,  Features Intersected: NFK DBL MTN FK BRAZOS RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.733,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Cathodic Protection

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Structure Number: 5152007830102,  Location: 0.90 MI N OF SP 331 (Lat: 33.548925,  Lng: -101.788111),  Route carried "on" structure: State highway 289,  Year Built: 1966,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,365 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,730 (year 2040),  Design Load: HS 20,  Features Intersected: FM 835
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Lanes under structure: 4,  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: 13.7m (44.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078301021,  Location: 0.90 MI N OF SP 331 (Lat: 33.548931,  Lng: -101.788322),  Route carried "on" structure: State highway 289,  Year Built: 1966,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,365 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,730 (year 2040),  Design Load: HS 20,  Features Intersected: FM 835
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Lanes under structure: 4,  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: 13.7m (44.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078301039,  Location: 0.40 MI S OF US 62 (Lat: 33.592656,  Lng: -101.787425),  Route carried "on" structure: State highway 289,  Year Built: 1970,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,440 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,820 (year 2033),  Design Load: HS 20,  Features Intersected: FM 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.548,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5152007830104,  Location: 0.40 MI S OF US 62 (Lat: 33.592644,  Lng: -101.787639),  Route carried "on" structure: State highway 289,  Year Built: 1970,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 2,758 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,820 (year 2033),  Design Load: HS 20,  Features Intersected: FM 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.548,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078301042,  Location: 0.60 MI SE OF SP 327 (Lat: 33.535286,  Lng: -101.922386),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 35,519 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,090 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1730 (SLIDE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.311,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: High priority of corrective action,  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

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Structure Number: 51520078301043,  Location: 0.60 MI SE OF SP 327 (Lat: 33.535094,  Lng: -101.922392),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 34,670 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,090 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1730 (SLIDE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.304,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: High priority of corrective action,  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

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Structure Number: 51520078301044,  Location: 1.50 MI SE OF SP 327 (Lat: 33.531006,  Lng: -101.907061),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 35,519 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,090 (year 2033),  Design Load: HS 20,  Features Intersected: QUAKER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.821,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 51520078301045,  Location: 1.50 MI SE OF SP 327 (Lat: 33.530814,  Lng: -101.907058),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 34,670 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,090 (year 2033),  Design Load: HS 20,  Features Intersected: QUAKER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.813,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Meets minimum limits,  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

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Structure Number: 51520078301046,  Location: 0.25 MI E OF QUAKER AVE (Lat: 33.529689,  Lng: -101.902642),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 70,190 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 98,190 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.412,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021

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Structure Number: 51520078301047,  Location: 2.05 MI E OF FM 1730 (Lat: 33.529097,  Lng: -101.887603),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 35,519 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,090 (year 2033),  Design Load: HS 20,  Features Intersected: INDIANA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.997,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 51520078301048,  Location: 2.05 MI E OF FM 1730 (Lat: 33.528917,  Lng: -101.887600),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 24,500 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,090 (year 2033),  Design Load: HS 20,  Features Intersected: INDIANA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.997,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 51520078301049,  Location: 0.60 MI W OF UNIVERSITY (Lat: 33.529000,  Lng: -101.879433),  Route carried "on" structure: State highway 289,  Year Built: 1971,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 70,130 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 98,190 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.411,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021

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Structure Number: 5152007830105,  Location: 1.00 MI S OF FM 40 (Lat: 33.578111,  Lng: -101.787606),  Route carried "on" structure: State highway 289,  Year Built: 1972,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 5,920 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,280 (year 2033),  Design Load: HS 20,  Features Intersected: E 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.154,  Lanes on structure: 2,  Lanes under structure: 5,  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: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $255,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078301051,  Location: 1.00 MI S OF FM 40 (Lat: 33.578117,  Lng: -101.787386),  Route carried "on" structure: State highway 289,  Year Built: 1972,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 6,206 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,280 (year 2033),  Design Load: HS 20,  Features Intersected: E 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.154,  Lanes on structure: 2,  Lanes under structure: 5,  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: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $255,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078301052,  Location: 1.15 MI S OF FM 40 (Lat: 33.575600,  Lng: -101.787597),  Route carried "on" structure: State highway 289,  Year Built: 1972,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 6,110 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,550 (year 2033),  Design Load: HS 20,  Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.450,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078301053,  Location: 1.15 MI S OF FM 40 (Lat: 33.575611,  Lng: -101.787378),  Route carried "on" structure: State highway 289,  Year Built: 1972,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 6,110 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,550 (year 2033),  Design Load: HS 20,  Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.429,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078301079,  Location: 3.20 MI E OF IH 27 (Lat: 33.536411,  Lng: -101.791561),  Route carried "on" structure: State highway 289,  Year Built: 1961,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 6,160 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,630 (year 2033),  Design Load: HS 20,  Features Intersected: SP 331 & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.793,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5152007830108,  Location: 3.20 MI E OF IH 27 (Lat: 33.536567,  Lng: -101.791686),  Route carried "on" structure: State highway 289,  Year Built: 1961,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 6,291 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,630 (year 2033),  Design Load: HS 20,  Features Intersected: SP 331 & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.793,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5152007830109,  Location: 1.50 MI W OF IH 27 (Lat: 33.529108,  Lng: -101.870442),  Route carried "on" structure: State highway 289,  Year Built: 1992,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 20,233 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,760 (year 2033),  Design Load: HS 20,  Features Intersected: UNIVERSITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.390,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.5m (57.4ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 51520078301091,  Location: 1.50 MI W OF IH 27 (Lat: 33.528928,  Lng: -101.870442),  Route carried "on" structure: State highway 289,  Year Built: 1992,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 7,825 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,760 (year 2033),  Design Load: HS 20,  Features Intersected: UNIVERSITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.390,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.3m (56.8ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 51520078301094,  Location: 0.3 MI S OF US 62 (Lat: 33.548811,  Lng: -101.937822),  Route carried "on" structure: State highway 289,  Year Built: 2005,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,000 (year 2035),  Design Load: HS 20,  Features Intersected: 50TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.513,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 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-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51520078301095,  Location: 0.3 MI S OF US 62 (Lat: 33.548833,  Lng: -101.937394),  Route carried "on" structure: State highway 289,  Year Built: 2005,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 27,590 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,000 (year 2035),  Design Load: HS 20,  Features Intersected: 50TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.513,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 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-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51520078301098,  Location: 1.10 MI S OF US 62 (Lat: 33.539236,  Lng: -101.932292),  Route carried "on" structure: State highway 289,  Year Built: 2006,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 23,490 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,880 (year 2030),  Design Load: HS 20,  Features Intersected: SPUR 327 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.225,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 5 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: 35.1m (115.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.7m (67.9ft)

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: 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

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Structure Number: 51520078301099,  Location: 1.10 MI S OF US 62 (Lat: 33.538633,  Lng: -101.930981),  Route carried "on" structure: State highway 289,  Year Built: 2006,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 20,946 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,880 (year 2030),  Design Load: HS 20,  Features Intersected: SPUR 327 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.225,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 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: 35.1m (115.2ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.3m (56.8ft)

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

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Structure Number: 51520078301101,  Location: 1.00 MI S OF US 62 (Lat: 33.539392,  Lng: -101.933617),  Route carried "on" structure: Ramp State highway 289,  Year Built: 2006,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 11,767 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2035),  Design Load: HS 20,  Features Intersected: SP 327 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.386,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 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: 38.4m (126.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51520078301103,  Location: 0.80 MI S OF US 62 (Lat: 33.543383,  Lng: -101.935542),  Route carried "on" structure: Ramp State highway 289,  Year Built: 2006,  Status: Open,  Structure Length: 25.21m (82.71ft),  Average Daily Traffic: 8,453 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2035),  Design Load: HS 20,  Features Intersected: RAMP EX69R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.756,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  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: 35.1m (115.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  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

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Structure Number: 51520078302005,  Location: LP 289 @ BNSF RR (Lat: 33.621269,  Lng: -101.855403),  Route carried "on" structure: State highway 289,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 3,703 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,400 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.188,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51520078302006,  Location: LP 289 @ BNSF RR (Lat: 33.621453,  Lng: -101.855428),  Route carried "on" structure: State highway 289,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 3,475 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,400 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.188,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous