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

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Structure Number: 50960006704051,  Location: 1.90 MI S OF SH 194 (Lat: 34.187525,  Lng: -101.749769),  Route carried "on" structure: Interstate 27,  Year Built: 1967,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,276 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,230 (year 2033),  Design Load: HS 20,  Features Intersected: US 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.930,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50960006704052,  Location: 1.90 MI N OF US 70 (Lat: 34.210239,  Lng: -101.735419),  Route carried "on" structure: Interstate 27,  Year Built: 1967,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,180 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,630 (year 2033),  Design Load: HS 20,  Features Intersected: SH 194 & BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.939,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: High priority of corrective action,  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: 50960006704053,  Location: 1.90 MI N OF US 70 (Lat: 34.210097,  Lng: -101.735572),  Route carried "on" structure: Interstate 27,  Year Built: 1967,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,693 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,630 (year 2033),  Design Load: HS 20,  Features Intersected: SH 194 & BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.939,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: High priority of corrective action,  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: 50960006704116,  Location: 3.2 MI N OF SH 194 (Lat: 34.248358,  Lng: -101.709014),  Route carried "on" structure: State highway 3183,  Year Built: 1984,  Status: Open,  Structure Length: 15.64m (51.31ft),  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,800 (year 2031),  Design Load: HS 20,  Features Intersected: IH 27 & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.479,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006704117,  Location: 2.15 MI N OF FM 3183 (Lat: 34.279086,  Lng: -101.717744),  Route carried "on" structure: State highway 788,  Year Built: 1984,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 360 (year 2033),  Design Load: HS 20,  Features Intersected: IH 27 & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.210,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006704132,  Location: 1.3 MI N OF US 70 (Lat: 34.204036,  Lng: -101.742431),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 2,620 (year 2010),  Average Future Daily Traffic: 3,500 (year 2030),  Design Load: HS 20,  Features Intersected: IH 27,  Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 16.6m (54.5ft)

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: High priority of replacement,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006704133,  Location: 0.8 MI NE OF SH 194 (Lat: 34.218736,  Lng: -101.725800),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 15.97m (52.40ft),  Average Daily Traffic: 1,000 (year 2010),  Average Future Daily Traffic: 1,500 (year 2030),  Design Load: HS 20,  Features Intersected: IH 27,  Facility Carried by Structure: N QUINCY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006704134,  Location: 2.15 MI NE OF SH 194 (Lat: 34.233297,  Lng: -101.709847),  Route carried "on" structure: State highway 27,  Year Built: 1986,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 2,340 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,280 (year 2033),  Design Load: HS 20,  Features Intersected: IH 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.887,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5096000670511,  Location: 5.8 MI N OF FM 1914 (Lat: 34.115311,  Lng: -101.768111),  Route carried "on" structure: ServiceInterstate 27,  Year Built: 1982,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 200 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 280 (year 2033),  Design Load: HS 20,  Features Intersected: CALLAHAN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.238,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006705111,  Location: 5.8 MI N OF FM 1914 (Lat: 34.115119,  Lng: -101.767881),  Route carried "on" structure: Interstate 27,  Year Built: 1982,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 8,296 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,490 (year 2033),  Design Load: HS 20,  Features Intersected: CALLAHAN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.239,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50960006705112,  Location: 5.8 MI N OF FM 1914 (Lat: 34.114989,  Lng: -101.767733),  Route carried "on" structure: Interstate 27,  Year Built: 1982,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 8,525 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,490 (year 2033),  Design Load: HS 20,  Features Intersected: CALLAHAN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50960006705113,  Location: 5.8 MI N OF FM 1914 (Lat: 34.114781,  Lng: -101.767519),  Route carried "on" structure: ServiceInterstate 27,  Year Built: 1982,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 130 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 190 (year 2033),  Design Load: HS 20,  Features Intersected: CALLAHAN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006705114,  Location: 5.3 MI S OF US 70 (Lat: 34.117361,  Lng: -101.764842),  Route carried "on" structure: State highway 2337,  Year Built: 1982,  Status: Open,  Structure Length: 20.27m (66.50ft),  Average Daily Traffic: 230 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 320 (year 2033),  Design Load: HS 20,  Features Intersected: IH 27 & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006705129,  Location: 4.7 MI S OF US 70 (Lat: 34.131350,  Lng: -101.748911),  Route carried "on" structure: State highway 27,  Year Built: 1986,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 2,450 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,430 (year 2033),  Design Load: HS 20,  Features Intersected: IH 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.953,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960006705131,  Location: 0.4 MI N OF FM 3466 (Lat: 34.181667,  Lng: -101.749942),  Route carried "on" structure: Interstate 27,  Year Built: 1986,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 8,965 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 14,460 (year 2033),  Design Load: HS 20,  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.296,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019

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Structure Number: 50960006705214,  Location: IH 27 @ FM 3466 (Lat: 34.175194,  Lng: -101.750681),  Route carried "on" structure: Interstate 27,  Year Built: 2015,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,276 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: HL 93,  Features Intersected: FM 3466
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 50960006705215,  Location: IH 27 @ FM 3466 (Lat: 34.175211,  Lng: -101.750422),  Route carried "on" structure: Interstate 27,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,682 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: HL 93,  Features Intersected: FM 3466
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 50960006709062,  Location: 0.4 MI S OF US 70 (Lat: 34.178158,  Lng: -101.706592),  Route carried "on" structure: State highway 27,  Year Built: 1971,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 2,170 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,040 (year 2033),  Design Load: HS 20,  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $145,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50960006709063,  Location: 0.4 MI S OF US 70 (Lat: 34.178153,  Lng: -101.706806),  Route carried "on" structure: State highway 27,  Year Built: 1971,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 2,170 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,040 (year 2033),  Design Load: HS 20,  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.107,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $145,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50960014504005,  Location: 0.8 MI W OF IH 27 (Lat: 34.189667,  Lng: -101.762286),  Route carried "on" structure: US 70,  Year Built: 1929,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,294 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,230 (year 2033),  Design Load: H 15,  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.116,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960014504012,  Location: 0.2 MI W OF IH 27 (Lat: 34.188408,  Lng: -101.752964),  Route carried "on" structure: US 70,  Year Built: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,676 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,740 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.964,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960014505011,  Location: 0.3 MI E OF FM 400 (Lat: 34.184681,  Lng: -101.693150),  Route carried "on" structure: US 70,  Year Built: 1984,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 7,506 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,730 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.888,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960043905025,  Location: 0.1 MI S OF US 70 (Lat: 34.182683,  Lng: -101.724261),  Route carried "on" structure: State highway 194,  Year Built: 1991,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,673 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,160 (year 2033),  Design Load: HS 20,  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.621,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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 48 months,  Inspection Date: August 2019

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Structure Number: 50960104101003,  Location: 0.6 MI N OF FM 2883 (Lat: 34.103178,  Lng: -101.696281),  Route carried "on" structure: State highway 400,  Year Built: 1937,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,006 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,840 (year 2033),  Design Load: H 15,  Features Intersected: CALLAHAN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.247,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

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,  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

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Structure Number: 50960104101005,  Location: 0.4 MI S OF US 70 (Lat: 34.179022,  Lng: -101.697811),  Route carried "on" structure: State highway 400,  Year Built: 1960,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,101 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,950 (year 2033),  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.797,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.3m (73.2ft)

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

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Structure Number: 50960112601001,  Location: 0.5 MI S OF US 70 (Lat: 34.168656,  Lng: -101.626019),  Route carried "on" structure: State highway 789,  Year Built: 1949,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 165 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 390 (year 2033),  Design Load: H 15,  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.871,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960242001001,  Location: 0.2 MI S OF IH 27 (Lat: 34.111933,  Lng: -101.766058),  Route carried "on" structure: State highway 2337,  Year Built: 1982,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 747 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 320 (year 2033),  Design Load: HS 20,  Features Intersected: CALLAHAN DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.087,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960AA0599002,  Location: 1.2 MI S of US 70 (Lat: 34.166778,  Lng: -101.661214),  Route carried "on" structure: City street Z,  Year Built: 2020,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 30 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: RUNNING WATER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Good,  Culverts: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50960B00050001,  Location: 0.30 MI S OF US 70 (Lat: 34.179000,  Lng: -101.702961),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,110 (year 2013),  Average Future Daily Traffic: 4,090 (year 2033),  Features Intersected: RUNNING WATER DRAW,  Facility Carried by Structure: S BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50960B00185001,  Location: 0.45 MI S OF US 70 (Lat: 34.178681,  Lng: -101.741664),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,300 (year 2013),  Average Future Daily Traffic: 3,220 (year 2033),  Features Intersected: RUNNING WATER DRAW,  Facility Carried by Structure: ENNIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5096000670405,  Location: 1.90 MI S OF SH 194 (Lat: 34.187500,  Lng: -101.749500),  Route carried "under" structure: US 70,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,530 (year 2013),  Truck Traffic: 26%,  Features Intersected: US 70,  Facility Carried by Structure: IH 27 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 31.281,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 50960006704051,  Location: 1.90 MI S OF SH 194 (Lat: 34.187500,  Lng: -101.759800),  Route carried "under" structure: US 70,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,530 (year 2013),  Truck Traffic: 26%,  Features Intersected: US 70,  Facility Carried by Structure: IH 27 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 31.297,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 50960006704052,  Location: 1.90 MI N OF US 70 (Lat: 34.210400,  Lng: -101.735400),  Route carried "under" structure: State highway 194,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2013),  Truck Traffic: 20%,  Features Intersected: SH 194 & BN RR,  Facility Carried by Structure: IH 27 NB
Minimum Vertical Clearance: 8.41m (27.59ft),  Kilometerpoint: 24.163,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 50960006704053,  Location: 1.90 MI N OF US 70 (Lat: 35.210100,  Lng: -101.735500),  Route carried "under" structure: State highway 194,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2013),  Truck Traffic: 20%,  Features Intersected: SH 194 & BN RR,  Facility Carried by Structure: IH 27 SB
Minimum Vertical Clearance: 8.13m (26.67ft),  Kilometerpoint: 24.131,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 50960006704116,  Location: 3.2 MI N OF SH 194 (Lat: 34.248358,  Lng: -101.709014),  Route carried "under" structure: Interstate 27,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 8,830 (year 2013),  Truck Traffic: 23%,  Features Intersected: IH 27 & ATSF RR,  Facility Carried by Structure: FM 3183
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 53.131,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 50960006704117,  Location: 2.15 MI N OF FM 3183 (Lat: 34.279086,  Lng: -101.717744),  Route carried "under" structure: Interstate 27,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 10,030 (year 2013),  Truck Traffic: 23%,  Features Intersected: IH 27 & ATSF RR,  Facility Carried by Structure: FM 788
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 56.691,  Lanes on structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 50960006704132,  Location: 1.3 MI N OF US 70 (Lat: 34.204036,  Lng: -101.742431),  Route carried "under" structure: Interstate 27,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 9,470 (year 2013),  Truck Traffic: 23%,  Features Intersected: IH 27,  Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 47.073,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 50960006704133,  Location: 0.8 MI NE OF SH 194 (Lat: 34.218736,  Lng: -101.725800),  Route carried "under" structure: Interstate 27,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 8,910 (year 2013),  Truck Traffic: 18%,  Features Intersected: IH 27,  Facility Carried by Structure: N QUINCY ST
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 49.297,  Lanes on structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 50960006704134,  Location: 2.15 MI NE OF SH 194 (Lat: 34.233297,  Lng: -101.709847),  Route carried "under" structure: Interstate 27,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 8,910 (year 2013),  Truck Traffic: 18%,  Features Intersected: IH 27
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 51.454,  Lanes on structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 50960006705114,  Location: 5.3 MI S OF US 70 (Lat: 34.117361,  Lng: -101.764842),  Route carried "under" structure: Interstate 27,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 12,130 (year 2013),  Truck Traffic: 17%,  Features Intersected: IH 27 & BNSF RR,  Facility Carried by Structure: FM 2337
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 36.514,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 50960006705129,  Location: 4.7 MI S OF US 70 (Lat: 34.131350,  Lng: -101.748911),  Route carried "under" structure: Interstate 27,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 11,930 (year 2013),  Truck Traffic: 17%,  Features Intersected: IH 27
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 38.692,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 50960006705214,  Location: IH 27 @ FM 3466 (Lat: 34.175200,  Lng: -101.750700),  Route carried "under" structure: State highway 3466,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 530 (year 2013),  Truck Traffic: 16%,  Features Intersected: FM 3466,  Facility Carried by Structure: IH 27 SB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 50960006705215,  Location: IH 27 @ FM 3466 (Lat: 34.175200,  Lng: -101.750400),  Route carried "under" structure: State highway 3466,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 530 (year 2013),  Truck Traffic: 16%,  Features Intersected: FM 3466,  Facility Carried by Structure: IH 27 NB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)