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

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Structure Number: 41910016809056,  Location: 2.4 Mi NE of LP 335S (Lat: 35.146467,  Lng: -101.886667),  Route carried "on" structure: Interstate 27,  Year Built: 1985,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 13,105 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,160 (year 2033),  Design Load: HS 20,  Features Intersected: Hillside Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.753,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: 41910016809057,  Location: 2.4 Mi NE of LP 335S (Lat: 35.146386,  Lng: -101.886353),  Route carried "on" structure: ServiceState highway 27,  Year Built: 1985,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 2,730 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,830 (year 2033),  Design Load: HS 20,  Features Intersected: Hillside Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.746,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  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: Somewhat better than minimum adequacy,  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: 41910016809061,  Location: 1.0 MI S OF LP 335 (Lat: 35.102139,  Lng: -101.912953),  Route carried "on" structure: County highway 163,  Year Built: 1986,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 208 (year 2012),  Average Future Daily Traffic: 100 (year 2032),  Design Load: HS 20,  Features Intersected: IH 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.236,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41910016809062,  Location: 0.5 Mi E of FM 1541 (Lat: 35.178300,  Lng: -101.841281),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 10,575 (year 2012),  Average Future Daily Traffic: 11,630 (year 2032),  Design Load: HS 20,  Features Intersected: IH 27,  Facility Carried by Structure: SW 34th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.011,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.9m (62.0ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 41910016809063,  Location: 0.4 Mi E of FM 1541 (Lat: 35.177339,  Lng: -101.842233),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 5,000 (year 2012),  Average Future Daily Traffic: 9,000 (year 2032),  Design Load: HS 20,  Features Intersected: IH 27,  Facility Carried by Structure: Tyler St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 41910016809068,  Location: 1.1 Mi SW of FM 1541 (Lat: 35.170011,  Lng: -101.866228),  Route carried "on" structure: Interstate 27,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 25,225 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,370 (year 2033),  Features Intersected: Georgia St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.944,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: 41910016809069,  Location: 0.4 Mi W of FM 1541 (Lat: 35.175508,  Lng: -101.855208),  Route carried "on" structure: Interstate 27,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 25,225 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,370 (year 2033),  Features Intersected: Parker St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: 4191001680907,  Location: 1.5 Mi S of IH 40 (Lat: 35.176636,  Lng: -101.848478),  Route carried "on" structure: Interstate 27,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 24,803 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,370 (year 2033),  Features Intersected: FM 1541 (Washington St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.758,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41910016809078,  Location: 3.1 Mi S of LP 335 (Lat: 35.072072,  Lng: -101.919114),  Route carried "on" structure: Interstate 27,  Year Built: 2005,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 35,195 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,360 (year 2033),  Design Load: HL 93,  Features Intersected: CR 278 (W McCormick Rd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.853,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41910016809171,  Location: 0.4 Mi W of Bell St (Lat: 35.116417,  Lng: -101.909511),  Route carried "on" structure: Interstate 27,  Year Built: 2021,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 43,700 (year 2014),  Average Future Daily Traffic: 57,800 (year 2035),  Design Load: HL 93,  Features Intersected: South LP 335
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.969,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 41910148002003,  Location: 1.8 Mi N of LP 335 (Lat: 35.146289,  Lng: -101.849064),  Route carried "on" structure: State highway 1541,  Year Built: 1995,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 11,228 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,990 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.991,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.31m (37.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41910263502024,  Location: 3.5 Mi E of IH 27 (Lat: 35.120372,  Lng: -101.848292),  Route carried "on" structure: State highway 335,  Year Built: 1989,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 9,121 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,050 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1541 (Washington St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.063,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41910263502025,  Location: 2.0 Mi E of FM 1541 (Lat: 35.120447,  Lng: -101.813039),  Route carried "on" structure: State highway 335,  Year Built: 1989,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 9,121 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,740 (year 2033),  Design Load: HS 20,  Features Intersected: Osage St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.836,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41910263502084,  Location: 2.5 MI E of IH 27 (Lat: 35.120178,  Lng: -101.866017),  Route carried "on" structure: State highway 335,  Year Built: 2017,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 14,761 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,500 (year 2036),  Design Load: HL 93,  Features Intersected: Georgia St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.972,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 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: 29.0m (95.1ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 25.0m (82.0ft)

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

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Structure Number: 41910263502085,  Location: 1.4 MI E of IH 27 (Lat: 35.117208,  Lng: -101.883717),  Route carried "on" structure: State highway 335,  Year Built: 2017,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 9,700 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,600 (year 2033),  Design Load: HL 93,  Features Intersected: Western St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.710,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 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: 29.0m (95.1ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 25.0m (82.0ft)

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

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Structure Number: 41910263502086,  Location: 2.9 MI E OF IH 27 (Lat: 35.120044,  Lng: -101.858650),  Route carried "on" structure: State highway 335,  Year Built: 2017,  Status: Open,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 9,700 (year 2013),  Truck Traffic: 25%,  Average Future Daily Traffic: 14,600 (year 2033),  Design Load: HL 93,  Features Intersected: BNSF RR / Frontage Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.380,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

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

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Structure Number: 41910263502087,  Location: 2.9 MI E of IH 27 (Lat: 35.120244,  Lng: -101.858628),  Route carried "on" structure: State highway 335,  Year Built: 2017,  Status: Open,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 7,234 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 14,600 (year 2033),  Design Load: HL 93,  Features Intersected: BNSF RR & FR T Around
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.380,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 15.8m (51.8ft)

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: 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

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Structure Number: 4191080170402,  Location: 0.13 MI E OF IH 27 (Lat: 35.178411,  Lng: -101.838542),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 33.01m (108.30ft),  Average Daily Traffic: 15,848 (year 2020),  Average Future Daily Traffic: 14,619 (year 2036),  Design Load: HS 20,  Features Intersected: BNSF Airpark Dr Fillmore,  Facility Carried by Structure: 34th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.935,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 10,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.01m (108.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $138,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40330027502086,  Location: 2.1 Mi E of FM 1912 (Lat: 35.210172,  Lng: -101.615511),  Route carried "under" structure: Interstate 40,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,880 (year 2013),  Truck Traffic: 32%,  Features Intersected: IH 40,  Facility Carried by Structure: CR 252
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.930,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 40330027502186,  Location: 4.9mi E. of 188/033 CO li (Lat: 35.221189,  Lng: -101.543025),  Route carried "under" structure: State highway 2373,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 40
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 23.801,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 41880004107025,  Location: 1.3 MI N OF IH 40 (Lat: 35.214025,  Lng: -101.834436),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 3%,  Features Intersected: City Streets & RR,  Facility Carried by Structure: US 60 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 41880004107027,  Location: At Pierce St. Undercross (Lat: 35.227258,  Lng: -101.831022),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 30%,  Features Intersected: Pierce St Connector,  Facility Carried by Structure: US 87 NB(Fillmore)
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 41880004107032,  Location: 0.5 MI S OF LP 335 (Lat: 35.258261,  Lng: -101.833436),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 30%,  Features Intersected: Central Ave,  Facility Carried by Structure: US 87 NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880004107033,  Location: 0.5 MI S OF LP 335 (Lat: 35.258258,  Lng: -101.833661),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 30%,  Features Intersected: Central Ave,  Facility Carried by Structure: US 87 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880004107035,  Location: 1.0 MI S OF LP 335 (Lat: 35.250722,  Lng: -101.833372),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 30%,  Features Intersected: Hastings Ave,  Facility Carried by Structure: US 87 NB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880004107036,  Location: 1.0 MI S OF LP 335 (Lat: 35.250719,  Lng: -101.833594),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2011),  Truck Traffic: 30%,  Features Intersected: Hastings Ave,  Facility Carried by Structure: US 87 SB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880004107055,  Location: 1.4 MI N OF IH 40 (Lat: 35.213450,  Lng: -101.833319),  Route carried "under" structure: US 60,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 36,570 (year 2013),  Truck Traffic: 38%,  Features Intersected: US 60 NB (Fillmore St),  Facility Carried by Structure: North First Ave
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.402,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 41880004107068,  Location: 1.3 MI N of IH 40 (Lat: 35.214733,  Lng: -101.831756),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 3%,  Features Intersected: BNSF Railyard,  Facility Carried by Structure: US 60 SB (Pierce)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 17.881,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 41880004107069,  Location: 2.4 MI N OF IH 40 (Lat: 35.229458,  Lng: -101.831439),  Route carried "under" structure: County highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 30%,  Features Intersected: North 15th Ave,  Facility Carried by Structure: US 87 SB (287 SB)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 4188000410707,  Location: 2,4 MI N OF IH 40 (Lat: 35.229081,  Lng: -101.830772),  Route carried "under" structure: County highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 30%,  Features Intersected: North 15th Ave,  Facility Carried by Structure: US 87 NB (287 NB)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 41880004107082,  Location: 1.0 Mi N of BI 40 (Lat: 35.236383,  Lng: -101.831575),  Route carried "under" structure: US 87,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 17,890 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 87 / 287,  Facility Carried by Structure: 24th St
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 47.398,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 41880004107083,  Location: 1.4mi S of Lp 335 (Lat: 35.245906,  Lng: -101.832047),  Route carried "under" structure: US 87,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: US 87 / 287,  Facility Carried by Structure: LP 434 ( Park St.)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 46.362,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 41880004107084,  Location: 5.2 Mi N of IH 40 (Lat: 35.265397,  Lng: -101.833403),  Route carried "under" structure: State highway 335,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 2011),  Truck Traffic: 14%,  Features Intersected: SLP 335,  Facility Carried by Structure: US 87 NB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 20.258,  Lanes on structure: 2,  Lanes under 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: 41880004107085,  Location: 5.2 Mi N of IH 40 (Lat: 35.265894,  Lng: -101.833650),  Route carried "under" structure: State highway 335,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 13,330 (year 2011),  Truck Traffic: 15%,  Features Intersected: SLP 335,  Facility Carried by Structure: US 87 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 42.863,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 41880004107086,  Location: 1 mi N. of SLP 335 (Lat: 35.279903,  Lng: -101.833464),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 10%,  Features Intersected: Willow Creek Ave,  Facility Carried by Structure: US 87/ 287 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 41880004107087,  Location: 1 mi N. of SLP 335 (Lat: 35.279958,  Lng: -101.833703),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 10%,  Features Intersected: Willow Creek Ave,  Facility Carried by Structure: US 87 / 287 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Structure Number: 41880004107088,  Location: 2.0 Mi N of LP 335,  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2010),  Truck Traffic: 7%,  Features Intersected: Cherry Ave,  Facility Carried by Structure: US 87 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4188000410709,  Location: 4mi. N of LP 335 (Lat: 35.323825,  Lng: -101.831417),  Route carried "under" structure: State highway 1719,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: FM 1719,  Facility Carried by Structure: US 87 NB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 41880004107091,  Location: 4Mi. N. of LP 335 (Lat: 35.320017,  Lng: -101.831706),  Route carried "under" structure: State highway 1719,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: FM 1719,  Facility Carried by Structure: US 87 SB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 41880004107093,  Location: 2.9 mi N. of SLP 335 (Lat: 35.308947,  Lng: -101.833675),  Route carried "under" structure: US 87,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2010),  Truck Traffic: 23%,  Features Intersected: US 87 / 287,  Facility Carried by Structure: Mobley Ave.
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 39.244,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 41880009005055,  Location: 2.1 MI W OF LP 335W (Lat: 35.187103,  Lng: -101.974203),  Route carried "under" structure: Interstate 40,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,740 (year 2013),  Truck Traffic: 29%,  Features Intersected: IH 40,  Facility Carried by Structure: Hope Rd
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 19.282,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4188000900507,  Location: 0.95 MI E OF LP 335 (Lat: 35.191747,  Lng: -101.920319),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 30%,  Features Intersected: Coulter Street,  Facility Carried by Structure: BI 40 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 41880009005071,  Location: 0.95 MI E OF LP 335 (Lat: 35.192175,  Lng: -101.920428),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 30%,  Features Intersected: Coulter Street,  Facility Carried by Structure: BI 40 WB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 41880009005072,  Location: 1.35 MI E OF LP 335 (Lat: 35.194669,  Lng: -101.914728),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 30%,  Features Intersected: HAGY BLVD,  Facility Carried by Structure: BI 40 EB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41880009005073,  Location: 1.35 MI E of LP 335 (Lat: 35.194786,  Lng: -101.914886),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 30%,  Features Intersected: Hagy Blvd,  Facility Carried by Structure: BI 40 WB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 25.106,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41880009005076,  Location: Bell St. @ SP 279 (Lat: 35.206014,  Lng: -101.902219),  Route carried "under" structure: Business State highway 279,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 9,480 (year 2013),  Truck Traffic: 6%,  Features Intersected: SP 279 (9th St),  Facility Carried by Structure: Bell St.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 27.454,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 41880009006077,  Location: 0.05 Mi N of SP 279 (Lat: 35.207406,  Lng: -101.902242),  Route carried "under" structure: Business State highway 40,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 15,150 (year 2013),  Truck Traffic: 19%,  Features Intersected: BI 40 EB,  Facility Carried by Structure: Bell St.
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 26.990,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 41880009006079,  Location: @ FM 1719 (Lat: 35.222219,  Lng: -101.883839),  Route carried "under" structure: State highway 1719,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: FM 1719,  Facility Carried by Structure: BI 40 WB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 9.489,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 4188000900608,  Location: @ FM 1719 (Lat: 35.221992,  Lng: -101.884347),  Route carried "under" structure: State highway 1719,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: FM 1719,  Facility Carried by Structure: BI 40 EB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 9.489,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

Structure Number: 41880016810016,  Location: 26 St Amarillo,  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 2%,  Features Intersected: 26TH Street,  Facility Carried by Structure: IH 27 SB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 41880016810038,  Location: 0.55 Mi N of IH 40 (Lat: 35.200364,  Lng: -101.835369),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2008),  Truck Traffic: 30%,  Features Intersected: Fillmore St,  Facility Carried by Structure: US 60 SB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.955,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

Structure Number: 4188001681006,  Location: IH 27 @ 26th St,  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 2%,  Features Intersected: 26 th Street,  Facility Carried by Structure: IH 27 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 41880016810071,  Location: 0.4 MI N OF IH 40 (Lat: 35.197769,  Lng: -101.836303),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: 15TH ST,  Facility Carried by Structure: US 60 & 87
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.609,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 41880016810133,  Location: IH 40 & IH 27 INTERCHANGE (Lat: 35.191275,  Lng: -101.837764),  Route carried "under" structure: Interstate 27,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 56,670 (year 2013),  Truck Traffic: 11%,  Features Intersected: IH 27
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.896,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 41880016810135,  Location: IH 40 & IH 27 INTERCHANGE (Lat: 35.191044,  Lng: -101.837811),  Route carried "under" structure: Interstate 27,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 56,670 (year 2013),  Truck Traffic: 11%,  Features Intersected: IH 27
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.908,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 41880016810156,  Location: 2.0 MI S OF IH 40 BUS (Lat: 35.193133,  Lng: -101.838306),  Route carried "under" structure: Interstate 27,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 56,670 (year 2013),  Truck Traffic: 11%,  Features Intersected: IH 27,  Facility Carried by Structure: IH 40
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.125,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 41880016902026,  Location: 5.0 MI E OF US 287 (Lat: 35.223956,  Lng: -101.742153),  Route carried "under" structure: Business State highway 335,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 16,250 (year 2013),  Truck Traffic: 5%,  Features Intersected: LP 335,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 32.810,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 41880016902027,  Location: 2.0 MI W OF FM 1912 (Lat: 35.241658,  Lng: -101.685300),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: B Ave,  Facility Carried by Structure: US 60 EB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 29.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 4188002750101,  Location: 1.7 MI E OF IH 27 (Lat: 35.193253,  Lng: -101.805636),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 2011),  Truck Traffic: 12%,  Features Intersected: Nelson St,  Facility Carried by Structure: IH 40 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880027501011,  Location: 1.7 MI E OF IH 27 (Lat: 35.193075,  Lng: -101.805636),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 2011),  Truck Traffic: 12%,  Features Intersected: Nelson St,  Facility Carried by Structure: IH 40 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.517,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880027501012,  Location: 2.3 MI E OF IH 27 (Lat: 35.193025,  Lng: -101.795478),  Route carried "under" structure: Interstate 40,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 60,640 (year 2013),  Truck Traffic: 11%,  Features Intersected: IH 40,  Facility Carried by Structure: Grand St
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 33.685,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 41880027501013,  Location: 2.8 MI E OF IH 27 (Lat: 35.192592,  Lng: -101.786903),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: Bolton St,  Facility Carried by Structure: IH 40 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 34.612,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880027501014,  Location: 2.8 MI E OF IH 27 (Lat: 35.192411,  Lng: -101.786906),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: Bolton St,  Facility Carried by Structure: IH 40 EB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 34.612,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41880027501031,  Location: 1.2 Mi W of IH 27 (Lat: 35.195153,  Lng: -101.858197),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 30%,  Features Intersected: Crockett St,  Facility Carried by Structure: IH 40 EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 27.937,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 41880027501032,  Location: 1.2 Mi W of IH 27 (Lat: 35.195428,  Lng: -101.857617),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2008),  Truck Traffic: 30%,  Features Intersected: Crockett St,  Facility Carried by Structure: IH 40 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 27.937,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 41880027501034,  Location: 0.5 Mi E of Bell St (Lat: 35.191178,  Lng: -101.893306),  Route carried "under" structure: Interstate 40,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 87,770 (year 2013),  Truck Traffic: 9%,  Features Intersected: IH 40,  Facility Carried by Structure: Avondale St
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 24.623,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 41880027501035,  Location: I 40 MP 67.7 (Lat: 35.191497,  Lng: -101.883972),  Route carried "under" structure: City street 9,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 45,749 (year 2008),  Features Intersected: Western St,  Facility Carried by Structure: IH 40 WB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 3.460,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 41880027501036,  Location: I 40 MP 67.7 (Lat: 35.191319,  Lng: -101.883972),  Route carried "under" structure: City street 9,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 45,749 (year 2008),  Features Intersected: Western St,  Facility Carried by Structure: IH 40 EB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 3.460,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)