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

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Structure Number: 211090025507001,  Location: 0.50 MI N OF SH 107 (Lat: 26.306461,  Lng: -98.146147),  Route carried "on" structure: Ramp US 281,  Year Built: 2007,  Status: Open,  Structure Length: 31.58m (103.61ft),  Average Daily Traffic: 3,750 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,250 (year 2031),  Design Load: HL 93,  Features Intersected: FM 2128
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.680,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 211090025507043,  Location: 0.75 MI N OF SH 107 (Lat: 26.310436,  Lng: -98.146403),  Route carried "on" structure: US 281,  Year Built: 1978,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,280 (year 2031),  Design Load: HS 20,  Features Intersected: UPRR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.242,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.1m (69.2ft)

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

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Structure Number: 211090025507044,  Location: 0.75 MI N OF SH 107 (Lat: 26.309861,  Lng: -98.146011),  Route carried "on" structure: US 281,  Year Built: 1978,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 10,765 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,280 (year 2031),  Design Load: HS 20,  Features Intersected: UPRR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.239,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 211090025507045,  Location: 0.6 MI N OF FM 1925 (Lat: 26.344181,  Lng: -98.148111),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 8,571 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 14,640 (year 2031),  Design Load: HS 20,  Features Intersected: BU 281 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.410,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 211090025507046,  Location: 0.6 MI N OF FM 1925 (Lat: 26.343703,  Lng: -98.147544),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 8,946 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 14,640 (year 2031),  Design Load: HS 20,  Features Intersected: BU 281 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.410,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 211090025507047,  Location: 2.50 MI N OF SH 107 (Lat: 26.335744,  Lng: -98.145403),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,571 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 16,460 (year 2031),  Design Load: HS 20,  Features Intersected: FM 1925 MONTE CRISTO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.495,  Lanes on structure: 2,  Lanes under structure: 8,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 211090025507048,  Location: 2.50 MI N OF SH 107 (Lat: 26.335217,  Lng: -98.145000),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,946 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 16,460 (year 2031),  Design Load: HS 20,  Features Intersected: FM 1925 MONTE CRISTO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.488,  Lanes on structure: 2,  Lanes under structure: 8,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 211090025507049,  Location: 1.00 MI N OF SH 107 (Lat: 26.313644,  Lng: -98.146658),  Route carried "on" structure: US 281,  Year Built: 1978,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,280 (year 2031),  Design Load: HS 20,  Features Intersected: CHAPIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.931,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.5m (67.3ft)

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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21109002550705,  Location: 1.00 MI N OF SH 107 (Lat: 26.313650,  Lng: -98.146544),  Route carried "on" structure: US 281,  Year Built: 1978,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,765 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,280 (year 2031),  Design Load: HS 20,  Features Intersected: CHAPIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.925,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 211090025507053,  Location: 6.9 MI N OF US 83 (Lat: 26.299581,  Lng: -98.147092),  Route carried "on" structure: US 281,  Year Built: 1978,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 33,820 (year 2031),  Design Load: HS 20,  Features Intersected: SH 107
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.454,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 211090025507054,  Location: 6.9 MI N OF US 83 (Lat: 26.299075,  Lng: -98.146786),  Route carried "on" structure: US 281,  Year Built: 1978,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 10,765 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 33,820 (year 2031),  Design Load: HS 20,  Features Intersected: SH 107
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.454,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 211090025507055,  Location: 1.50 MI N OF SH 107 (Lat: 26.321228,  Lng: -98.148019),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 4,612 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 310 (year 2031),  Design Load: HS 20,  Features Intersected: US 281,  Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 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: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

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

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Structure Number: 211090025507093,  Location: 0.50 MI N OF SH 107 (Lat: 26.306444,  Lng: -98.146033),  Route carried "on" structure: US 281,  Year Built: 2008,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,280 (year 2031),  Design Load: HL 93,  Features Intersected: FM 2128 (SCHUNIOR ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.686,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 211090025507094,  Location: 0.50 MI N. OF SH 107 (Lat: 26.305719,  Lng: -98.145742),  Route carried "on" structure: US 281,  Year Built: 2008,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 10,765 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,280 (year 2031),  Design Load: HL 93,  Features Intersected: FM 2128 (SCHUNIOR ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.686,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 211090025507095,  Location: 2.1 MI S OF FM 162 (Lat: 26.385031,  Lng: -98.142236),  Route carried "on" structure: US 281,  Year Built: 2002,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,946 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 18,200 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: FM 2812
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.796,  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: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507096,  Location: 2.1 MI S OF FM 162 (Lat: 26.385589,  Lng: -98.142475),  Route carried "on" structure: US 281,  Year Built: 2002,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,571 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 18,200 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: FM 2812
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.796,  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: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507114,  Location: 0.3 MI S OF FM 2812 (Lat: 26.380256,  Lng: -98.142842),  Route carried "on" structure: US 281,  Year Built: 2002,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 17,517 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 27,720 (year 2031),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.377,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 211090025507253,  Location: 2.4 MI S OF FM 490 (Lat: 26.416242,  Lng: -98.137331),  Route carried "on" structure: US 281,  Year Built: 2003,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 8,946 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 13,260 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: FM 162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.326,  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: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507254,  Location: 2.4 MI S OF FM 490 (Lat: 26.416814,  Lng: -98.137564),  Route carried "on" structure: US 281,  Year Built: 2003,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 8,571 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 13,260 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: FM 162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.326,  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: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507255,  Location: 4.58 MI N OF FM 2812 (Lat: 26.450458,  Lng: -98.133306),  Route carried "on" structure: US 281,  Year Built: 2004,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 8,946 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,880 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: FM 490
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.437,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507256,  Location: 4.58 MI N OF FM 2812 (Lat: 26.451264,  Lng: -98.133706),  Route carried "on" structure: US 281,  Year Built: 2004,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 8,571 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,880 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: FM 490
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.437,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507263,  Location: 4.6 MI N OF SH 107 (Lat: 26.365528,  Lng: -98.145211),  Route carried "on" structure: US 281,  Year Built: 2005,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 8,946 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 13,860 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: RAMSEYER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.970,  Lanes on structure: 2,  Lanes under structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507264,  Location: 4.6 MI N OF SH 107 (Lat: 26.366200,  Lng: -98.145481),  Route carried "on" structure: US 281,  Year Built: 2005,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 8,571 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 13,860 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: RAMSEYER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.970,  Lanes on structure: 2,  Lanes under structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025507293,  Location: 1.6 MI S OF FM 490 (Lat: 26.428203,  Lng: -98.135378),  Route carried "on" structure: US 281,  Year Built: 2014,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 8,946 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 34,300 (year 2034),  Design Load: HL 93,  Features Intersected: RAYMONDVILLE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.585,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 211090025507294,  Location: 1.6 MI S OF FM 490 (Lat: 26.428508,  Lng: -98.135564),  Route carried "on" structure: US ,  Year Built: 2014,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 8,571 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 34,300 (year 2032),  Design Load: HL 93,  Features Intersected: RAYMONDVILLE DRAIN,  Facility Carried by Structure: US 281 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.604,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 211090025507295,  Location: 1.6 MI S OF FM 490 (Lat: 26.427389,  Lng: -98.135242),  Route carried "on" structure: ServiceUS 281,  Year Built: 2013,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,700 (year 2032),  Design Load: HL 93,  Features Intersected: RAYMONDVILLE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 211090025507296,  Location: 1.6 MI S OF FM 490 (Lat: 26.427519,  Lng: -98.135872),  Route carried "on" structure: ServiceUS 281,  Year Built: 2013,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,700 (year 2032),  Design Load: HL 93,  Features Intersected: RAYMONDVILLE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 211090025508058,  Location: 0.50 MI S OF SH 107 (Lat: 26.291744,  Lng: -98.148053),  Route carried "on" structure: US 281,  Year Built: 1979,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 10,765 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 33,780 (year 2031),  Design Load: HS 20,  Features Intersected: SPRAGUE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.390,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 211090025508059,  Location: 0.50 MI S OF SH 107 (Lat: 26.292231,  Lng: -98.148311),  Route carried "on" structure: US 281,  Year Built: 1979,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 33,780 (year 2031),  Design Load: HS 20,  Features Intersected: SPRAGUE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.390,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 21109002550806,  Location: 1.00 MI S OF SH 107 (Lat: 26.284308,  Lng: -98.149322),  Route carried "on" structure: US 281,  Year Built: 1979,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 39,000 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 60,000 (year 2033),  Design Load: HS 20,  Features Intersected: FREDDY GONZALEZ DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.211,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 211090025508061,  Location: 1.00 MI S OF SH 107 (Lat: 26.284908,  Lng: -98.149581),  Route carried "on" structure: US 281,  Year Built: 1979,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 33,780 (year 2031),  Design Load: HS 20,  Features Intersected: FREDDY GONZALEZ DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.211,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 211090025508261,  Location: 2.95 MI S OF SH 107 (Lat: 26.260550,  Lng: -98.164322),  Route carried "on" structure: US 281,  Year Built: 2005,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 10,765 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 38,800 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: TRENTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.355,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025508262,  Location: 2.95 MI S OF SH 107 (Lat: 26.261167,  Lng: -98.164292),  Route carried "on" structure: US 281,  Year Built: 2005,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 38,800 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: TRENTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.355,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025508265,  Location: 1.75 MI S OF SH 107 (Lat: 26.273639,  Lng: -98.152536),  Route carried "on" structure: US 281,  Year Built: 2006,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 37,550 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,850 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: CANTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.741,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025508266,  Location: 1.75 MI S OF SH 107 (Lat: 26.274125,  Lng: -98.152708),  Route carried "on" structure: US 281,  Year Built: 2006,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 33,780 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: CANTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.447,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 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: 37.2m (122.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025508267,  Location: 1.9 MI S OF SH 107 (Lat: 26.271758,  Lng: -98.154228),  Route carried "on" structure: US 281,  Year Built: 2006,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 10,765 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 34,280 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: I ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025508268,  Location: 1.90 MI S OF SH 107 (Lat: 26.272806,  Lng: -98.153806),  Route carried "on" structure: US 281,  Year Built: 2006,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 9,751 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 34,280 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: I ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025508269,  Location: 2.1 MI S OF SH 107 (Lat: 26.270717,  Lng: -98.155994),  Route carried "on" structure: US 281,  Year Built: 2005,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 48,970 (year 2011),  Truck Traffic: 22%,  Average Future Daily Traffic: 68,560 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: S MAIN DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.947,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 21109002550827,  Location: 1.1 MI N OF FM 3461 (Lat: 26.251300,  Lng: -98.174372),  Route carried "on" structure: Ramp County highway 281,  Year Built: 2006,  Status: Open,  Structure Length: 45.78m (150.20ft),  Average Daily Traffic: 17,140 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,170 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: US 281 & OWASSA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.763,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 11,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 211090025508272,  Location: 1.0 MI N OF FM 3461 (Lat: 26.247964,  Lng: -98.175381),  Route carried "on" structure: US 281,  Year Built: 2006,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 42,990 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,860 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: OWASSA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.193,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 211090025511028,  Location: 2.00 MI S OF SH 107 (Lat: 26.272575,  Lng: -98.170814),  Route carried "on" structure: Business State highway 281,  Year Built: 1947,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 14,466 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,800 (year 2030),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.968,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous