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

Find on map >>   Show street view

Structure Number: 211090003917104,  Location: 1.50 MI SW OF US 281 (Lat: 26.198142,  Lng: -98.203442),  Route carried "on" structure: US 83,  Year Built: 1966,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 27.13m (89.01ft),  Average Daily Traffic: 54,860 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,810 (year 2031),  Design Load: HS 20,  Features Intersected: BU 83 FM 2061 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.476,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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

Find on map >>   Show street view

Structure Number: 211090003917105,  Location: 1.50 MI SW OF US 281 (Lat: 26.198081,  Lng: -98.203375),  Route carried "on" structure: US 83,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 29.69m (97.41ft),  Average Daily Traffic: 54,860 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,810 (year 2031),  Design Load: HS 20,  Features Intersected: BU 83 FM 2061 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.449,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 7,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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

Find on map >>   Show street view

Structure Number: 211090003917106,  Location: 0.75 MI W OF US 281 (Lat: 26.206167,  Lng: -98.194322),  Route carried "on" structure: US 83,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 51,190 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 71,670 (year 2031),  Design Load: HS 20,  Features Intersected: SUGAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.895,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  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: 19.2m (63.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090003917107,  Location: 0.75 MI W OF US 281 (Lat: 26.206083,  Lng: -98.194264),  Route carried "on" structure: US 83,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 51,190 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 71,670 (year 2031),  Design Load: HS 20,  Features Intersected: SUGAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.895,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  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: 19.2m (63.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090003917108,  Location: US 83 @ US 281 (Lat: 26.206811,  Lng: -98.181933),  Route carried "on" structure: US 83,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 51,190 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 71,670 (year 2031),  Design Load: HS 20,  Features Intersected: US 281 (N CAGE BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.157,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.4m (57.1ft)

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

Find on map >>   Show street view

Structure Number: 211090003917109,  Location: US 83 @ US 281 (Lat: 26.206711,  Lng: -98.181953),  Route carried "on" structure: US 83,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 51,190 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 71,670 (year 2031),  Design Load: HS 20,  Features Intersected: US 281 (N CAGE BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.157,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.4m (57.1ft)

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

Find on map >>   Show street view

Structure Number: 211090003917247,  Location: 0.1 MI E OF US 281 (Lat: 26.207428,  Lng: -98.181056),  Route carried "on" structure: Ramp US 281,  Year Built: 1993,  Status: Open,  Structure Length: 69.19m (227.00ft),  Average Daily Traffic: 7,800 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,600 (year 2029),  Design Load: HS 20,  Features Intersected: US 83 WB ON RAMP/FTG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.319,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 8,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090003917248,  Location: US 83 / 281 INTERCHANGE (Lat: 26.206756,  Lng: -98.183611),  Route carried "on" structure: Ramp US 281,  Year Built: 1993,  Status: Open,  Structure Length: 72.36m (237.40ft),  Average Daily Traffic: 7,800 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,600 (year 2031),  Design Load: HS 20,  Features Intersected: US 83
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 75.256,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 14,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 21109000391725,  Location: US 83 / 281 INTERCHANGE (Lat: 26.206453,  Lng: -98.180239),  Route carried "on" structure: Ramp US 281,  Year Built: 1993,  Status: Open,  Structure Length: 50.99m (167.29ft),  Average Daily Traffic: 7,800 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,600 (year 2031),  Design Load: HS 20,  Features Intersected: US 83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.040,  Lanes on structure: 1,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090003917251,  Location: US 83 / 281 INTERCHANGE (Lat: 26.207550,  Lng: -98.182669),  Route carried "on" structure: Ramp US 281,  Year Built: 1993,  Status: Open,  Structure Length: 52.94m (173.69ft),  Average Daily Traffic: 7,800 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,600 (year 2031),  Design Load: HS 20,  Features Intersected: US 83 OFF RP & US 281
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.036,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 7,  Length of Maximum Span: 74.7m (245.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090003917263,  Location: 1.0 MI E OF US 281 (Lat: 26.204367,  Lng: -98.165858),  Route carried "on" structure: US 83,  Year Built: 1997,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 58,180 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 81,460 (year 2031),  Design Load: HS 20,  Features Intersected: NORTH I ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.847,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.0m (68.9ft)

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

Find on map >>   Show street view

Structure Number: 211090025508071,  Location: 1.85 MI N OF US 83 (Lat: 26.233297,  Lng: -98.177747),  Route carried "on" structure: US 281,  Year Built: 1985,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 42,990 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,860 (year 2031),  Design Load: HS 20,  Features Intersected: FM 3461 (NOLANA LP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.794,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 211090025508072,  Location: 1.85 MI N OF US 83 (Lat: 26.233661,  Lng: -98.178006),  Route carried "on" structure: US 281,  Year Built: 1985,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 42,990 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,860 (year 2031),  Design Load: HS 20,  Features Intersected: FM 3461 (NOLANA LP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.794,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 211090025508073,  Location: 1.05 MI N OF US 83 (Lat: 26.222217,  Lng: -98.179203),  Route carried "on" structure: ServiceUS 281,  Year Built: 1985,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 21,130 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,090 (year 2031),  Design Load: HS 20,  Features Intersected: PHARR-MCALLEN LATERAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.053,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090025508074,  Location: 1.05 MI N OF US 83 (Lat: 26.222383,  Lng: -98.179611),  Route carried "on" structure: US 281,  Year Built: 1985,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 40,990 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 61,400 (year 2031),  Design Load: HS 20,  Features Intersected: PHARR-MCALLEN LATERAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.053,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090025508075,  Location: 1.05 MI N OF US 83 (Lat: 26.222444,  Lng: -98.179903),  Route carried "on" structure: US 281,  Year Built: 1985,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 40,990 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 61,400 (year 2031),  Design Load: HS 20,  Features Intersected: PHARR-MCALLEN LATERAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.053,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090025508076,  Location: 0.85 MI N OF US 83 (Lat: 26.218939,  Lng: -98.180181),  Route carried "on" structure: US 281,  Year Built: 1985,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 40,990 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 61,400 (year 2031),  Design Load: HS 20,  Features Intersected: SIOUX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.404,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 211090025508077,  Location: 0.85 MI N OF US 83 (Lat: 26.219303,  Lng: -98.180431),  Route carried "on" structure: US 281,  Year Built: 1985,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 40,990 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 61,400 (year 2031),  Design Load: HS 20,  Features Intersected: SIOUX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.404,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 211090025508246,  Location: 0.10 MI N OF US 83 (Lat: 26.210442,  Lng: -98.181314),  Route carried "on" structure: Ramp US 281,  Year Built: 1993,  Status: Open,  Structure Length: 36.73m (120.51ft),  Average Daily Traffic: 8,190 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,280 (year 2031),  Design Load: HS 20,  Features Intersected: FM 495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.239,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 Precast Panels

Find on map >>   Show street view

Structure Number: 211090025508249,  Location: 0.10 MI N OF US 83 (Lat: 26.210461,  Lng: -98.181514),  Route carried "on" structure: Ramp US 281,  Year Built: 1993,  Status: Open,  Structure Length: 34.56m (113.39ft),  Average Daily Traffic: 8,190 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,280 (year 2031),  Design Load: HS 20,  Features Intersected: FM 495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.239,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 Precast Panels

Find on map >>   Show street view

Structure Number: 211090025508271,  Location: 1.0 MI N OF FM 3461 (Lat: 26.247306,  Lng: -98.175186),  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: 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: 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

Find on map >>   Show street view

Structure Number: 211090025509031,  Location: 1.7 MI S OF BUS 83 (Lat: 26.170142,  Lng: -98.188144),  Route carried "on" structure: US 281,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 18,300 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 36,670 (year 2033),  Features Intersected: DRAINAGE D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.345,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

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

Find on map >>   Show street view

Structure Number: 21109002550908,  Location: 0.30 MI S OF FM 3072 (Lat: 26.118647,  Lng: -98.196825),  Route carried "on" structure: US 281,  Year Built: 1993,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,888 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,500 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.873,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 211090025509091,  Location: 3.30 MI S OF BUS 83 (Lat: 26.147539,  Lng: -98.192278),  Route carried "on" structure: ServiceUS 281,  Year Built: 2000,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,550 (year 2031),  Design Load: HS 20,  Features Intersected: MAIN FLDWY PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.649,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of replacement,  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

Find on map >>   Show street view

Structure Number: 211090025509092,  Location: 3.30 MI S OF BUS 83 (Lat: 26.142339,  Lng: -98.192711),  Route carried "on" structure: US 281,  Year Built: 2000,  Status: Open,  Structure Length: 89.79m (294.59ft),  Average Daily Traffic: 14,253 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 28,510 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: MAIN FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.891,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  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

Find on map >>   Show street view

Structure Number: 211090025509252,  Location: SP 241 JCT US 281 (Lat: 26.094572,  Lng: -98.200353),  Route carried "on" structure: Spur State highway 241,  Year Built: 2003,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 11,613 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,800 (year 2031),  Design Load: HS 20,  Features Intersected: US 281
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  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: 35.1m (115.2ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 24.4m (80.1ft)

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

Find on map >>   Show street view

Structure Number: 211090193902006,  Location: 3.70 MI S OF US 83 (Lat: 26.143922,  Lng: -98.213314),  Route carried "on" structure: State highway 2061,  Year Built: 1978,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 19,337 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,840 (year 2033),  Design Load: HS 20,  Features Intersected: HACKNEY LAKE FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.146,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 211090193902007,  Location: 0.25 MI S OF FM 3072 (Lat: 26.122025,  Lng: -98.217019),  Route carried "on" structure: State highway 2061,  Year Built: 1988,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,491 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,940 (year 2033),  Design Load: HS 20,  Features Intersected: HC MASTER DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.581,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 211090193902102,  Location: 3.90 MI S OF US 83 (Lat: 26.140856,  Lng: -98.213819),  Route carried "on" structure: State highway 2061,  Year Built: 2008,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,337 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,830 (year 2029),  Design Load: HS 20,  Features Intersected: IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.482,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: 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,  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

Find on map >>   Show street view

Structure Number: 211090AA0653002,  Location: 1.33 MI E OF US 281 (Lat: 26.113239,  Lng: -98.176044),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 225 (year 2014),  Average Future Daily Traffic: 90 (year 2032),  Features Intersected: S FLOODWATER CHANNEL,  Facility Carried by Structure: LAS MILPAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090AA0657001,  Location: 0.22 MI S OF FM 3072 (Lat: 26.117611,  Lng: -98.180333),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 764 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2032),  Features Intersected: S FLOODWATER CHANNEL,  Facility Carried by Structure: VETERANS BLVD I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 211090AA1406001,  Location: 0.13 MI S OF N LEVEE ROAD (Lat: 26.147919,  Lng: -98.203719),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Posted for load,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 80 (year 2010),  Average Future Daily Traffic: 110 (year 2029),  Features Intersected: HACKNEY LAKE INLET,  Facility Carried by Structure: IB&WC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 211090R00565001,  Location: 2MI S OF US281/SPUR600 IN (Lat: 26.086458,  Lng: -98.201839),  Route carried "on" structure: Other road 600,  Year Built: 1994,  Status: Open,  Structure Length: 480.67m (1577.00ft),  Average Daily Traffic: 9,525 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,500 (year 2029),  Design Load: HS 20,  Features Intersected: RIO GRANDE RIVER,  Facility Carried by Structure: PHARR/RENOSA INTL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 194,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 480.67m (1577.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2019,  Underwater Inspection Date: January 2020,  Bridge Improvement Cost: $1,514,000,  Roadway Improvement Cost: $379,000,  Total Project Cost: $1,893,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up

Find on map >>   Show street view

Structure Number: 211090003917104,  Location: 1.50 MI SW OF US 281 (Lat: 26.198142,  Lng: -98.203442),  Route carried "under" structure: Business State highway 83,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 19,460 (year 2013),  Truck Traffic: 2%,  Features Intersected: BU 83; FM 2061 & UP RR
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 15.144,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 211090003917105,  Location: 1.50 MI SW OF US 281 (Lat: 26.198081,  Lng: -98.203375),  Route carried "under" structure: Business State highway 83,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 19,460 (year 2013),  Truck Traffic: 2%,  Features Intersected: BU 83; FM 2061 & UP RR
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 15.176,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 211090003917106,  Location: 0.75 MI W OF US 281 (Lat: 26.206167,  Lng: -98.194322),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 2%,  Features Intersected: SUGAR RD,  Facility Carried by Structure: US 83 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 211090003917107,  Location: 0.75 MI W OF US 281 (Lat: 26.206083,  Lng: -98.194264),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 2%,  Features Intersected: SUGAR RD,  Facility Carried by Structure: US 83 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 211090003917108,  Location: US 83 @ US 281 (Lat: 26.206811,  Lng: -98.181933),  Route carried "under" structure: US 281,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 25,480 (year 2013),  Truck Traffic: 8%,  Features Intersected: US 281 (N CAGE BLVD),  Facility Carried by Structure: US 83 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 12.736,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

Find on map >>   Show street view

Structure Number: 211090003917109,  Location: US 83 @ US 281 (Lat: 26.206711,  Lng: -98.181953),  Route carried "under" structure: US 281,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 25,480 (year 2013),  Truck Traffic: 8%,  Features Intersected: US 281 (N CAGE BLVD),  Facility Carried by Structure: US 83 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.759,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

Find on map >>   Show street view

Structure Number: 211090003917247,  Location: 0.1 MI E OF US 281 (Lat: 26.207428,  Lng: -98.181056),  Route carried "under" structure: Ramp US 83,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 11,630 (year 2011),  Truck Traffic: 6%,  Features Intersected: US 83 WB ON RAMP/FTG RD
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 45.029,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

Find on map >>   Show street view

Structure Number: 211090003917248,  Location: US 83 / 281 INTERCHANGE (Lat: 26.206756,  Lng: -98.183611),  Route carried "under" structure: US 83,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 10,230 (year 2011),  Truck Traffic: 7%,  Features Intersected: US 83
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 43.427,  Lanes on structure: 1,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

Find on map >>   Show street view

Structure Number: 21109000391725,  Location: US 83 / 281 INTERCHANGE (Lat: 26.206453,  Lng: -98.180239),  Route carried "under" structure: US 83,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 102,390 (year 2011),  Truck Traffic: 7%,  Features Intersected: US 83
Minimum Vertical Clearance: 8.08m (26.51ft),  Kilometerpoint: 43.521,  Lanes on structure: 1,  Lanes under structure: 15,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.6m (225.1ft)

Find on map >>   Show street view

Structure Number: 211090003917251,  Location: US 83 / 281 INTERCHANGE (Lat: 26.207550,  Lng: -98.182669),  Route carried "under" structure: Ramp US 83,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 11,630 (year 2011),  Truck Traffic: 6%,  Features Intersected: US 83 OFF RP & US 281
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 44.794,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.7m (245.1ft)

Find on map >>   Show street view

Structure Number: 211090003917263,  Location: 1.0 MI E OF US 281 (Lat: 26.204367,  Lng: -98.165858),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: NORTH I ROAD,  Facility Carried by Structure: US 83 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 211090025508071,  Location: 1.85 MI N OF US 83 (Lat: 26.233297,  Lng: -98.177747),  Route carried "under" structure: State highway 3461,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 27,680 (year 2013),  Truck Traffic: 2%,  Features Intersected: FM 3461 (NOLANA LP),  Facility Carried by Structure: US 281 NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.932,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 211090025508072,  Location: 1.85 MI N OF US 83 (Lat: 26.233661,  Lng: -98.178006),  Route carried "under" structure: State highway 3461,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 27,680 (year 2013),  Truck Traffic: 2%,  Features Intersected: FM 3461 (NOLANA LP),  Facility Carried by Structure: US 281 SB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 2.911,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 211090025508076,  Location: 0.85 MI N OF US 83 (Lat: 26.218939,  Lng: -98.180181),  Route carried "under" structure: City street ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 750 (year 2009),  Truck Traffic: 2%,  Features Intersected: SIOUX RD,  Facility Carried by Structure: US 281 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 211090025508077,  Location: 0.85 MI N OF US 83 (Lat: 26.219303,  Lng: -98.180431),  Route carried "under" structure: City street ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 750 (year 2009),  Truck Traffic: 2%,  Features Intersected: SIOUX RD,  Facility Carried by Structure: US 281 SB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 211090025508246,  Location: 0.10 MI N OF US 83 (Lat: 26.210442,  Lng: -98.181314),  Route carried "under" structure: State highway 495,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,100 (year 2009),  Truck Traffic: 5%,  Features Intersected: FM 495,  Facility Carried by Structure: US 281 NB CONN
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 4.339,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 211090025508249,  Location: 0.10 MI N OF US 83 (Lat: 26.210461,  Lng: -98.181514),  Route carried "under" structure: State highway 495,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,100 (year 2009),  Truck Traffic: 5%,  Features Intersected: FM 495,  Facility Carried by Structure: US 281 SB CONN
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 211090025508271,  Location: 1.0 MI N OF FM 3461 (Lat: 26.247306,  Lng: -98.175186),  Route carried "under" structure: County highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 7,240 (year 2009),  Truck Traffic: 1%,  Features Intersected: OWASSA ROAD,  Facility Carried by Structure: US 281 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)