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

Find on map >>   Show street view

Structure Number: 152320002305027,  Location: 0.5 MI E OF KINNEY CO LN (Lat: 29.238594,  Lng: -100.104125),  Route carried "on" structure: US 90,  Year Built: 1926,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,849 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,640 (year 2033),  Design Load: H 15,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.393,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15232000230505,  Location: 0.7 MI N OF FM 481 (Lat: 29.199639,  Lng: -99.820811),  Route carried "on" structure: US 90,  Year Built: 1940,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 4,590 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,840 (year 2033),  Design Load: H 15,  Features Intersected: BURKETT SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320002401054,  Location: 1.0 MI W OF US 83 (Lat: 29.204003,  Lng: -99.801186),  Route carried "on" structure: US 90,  Year Built: 1939,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,716 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,330 (year 2033),  Design Load: H 15,  Features Intersected: COOKS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.517,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320002401062,  Location: 0.4 MI E OF US 83 (Lat: 29.211369,  Lng: -99.780306),  Route carried "on" structure: US 90,  Year Built: 1938,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 19,640 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 32,580 (year 2033),  Design Load: H 15,  Features Intersected: LEONA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.789,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,409,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,114,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320002401063,  Location: 1.7 MI E OF US 83 (Lat: 29.222692,  Lng: -99.762986),  Route carried "on" structure: US 90,  Year Built: 1938,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 16,851 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 28,360 (year 2033),  Design Load: H 15,  Features Intersected: TAYLOR SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.941,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320002401064,  Location: 2.9 MI E OF US 83 (Lat: 29.235292,  Lng: -99.750631),  Route carried "on" structure: US 90,  Year Built: 1938,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,277 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,580 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.784,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320002401082,  Location: 6.2 MI E OF US 83 (Lat: 29.271397,  Lng: -99.709867),  Route carried "on" structure: US 90,  Year Built: 1940,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 8,093 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 11,840 (year 2033),  Design Load: H 15,  Features Intersected: KENNEDY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.431,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.1m (69.2ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320003608015,  Location: 4.0 MI N OF SH 55 (Lat: 29.286978,  Lng: -99.760267),  Route carried "on" structure: US 83,  Year Built: 1932,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,811 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,190 (year 2033),  Features Intersected: NATHO DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.821,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: 152320003608016,  Location: 1.7 MI NE OF SH 55 (Lat: 29.256817,  Lng: -99.778469),  Route carried "on" structure: US 83,  Year Built: 1932,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 2,811 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,190 (year 2033),  Features Intersected: LEONA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.700,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320003608017,  Location: 3.5 MI N OF SH 55 (Lat: 29.255928,  Lng: -99.779358),  Route carried "on" structure: US 83,  Year Built: 1932,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,811 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,190 (year 2033),  Design Load: H 15,  Features Intersected: LEONA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.874,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320003608037,  Location: 1.7 MI N OF US 90 (Lat: 29.234164,  Lng: -99.792861),  Route carried "on" structure: US 83,  Year Built: 1946,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 6,285 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,450 (year 2033),  Design Load: H 20,  Features Intersected: T& NO RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.753,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320003608041,  Location: 1.6 MI N OF US 90 (Lat: 29.233414,  Lng: -99.792981),  Route carried "on" structure: US 83,  Year Built: 1961,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 6,285 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,450 (year 2033),  Design Load: H 20,  Features Intersected: FM 2369
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.829,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320003701042,  Location: 1.7 MI S OF US 90 (Lat: 29.188461,  Lng: -99.794214),  Route carried "on" structure: US 83,  Year Built: 1939,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 7,609 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 13,550 (year 2033),  Design Load: H 10,  Features Intersected: COOKS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.389,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.9 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320003701075,  Location: 0.3 MI SW OF FM 1435 (Lat: 29.189539,  Lng: -99.792653),  Route carried "on" structure: US 83,  Year Built: 1969,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,609 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 13,550 (year 2033),  Design Load: HS 20,  Features Intersected: COOKS SLOUGH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.189,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320023505004,  Location: 1.1 MI W OF US 83 (Lat: 29.240783,  Lng: -99.808714),  Route carried "on" structure: State highway 55,  Year Built: 1925,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,423 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,200 (year 2033),  Features Intersected: BOON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.880,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320023601003,  Location: 1.3 MI S OF FM 140 (Lat: 29.171758,  Lng: -99.772636),  Route carried "on" structure: State highway 117,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 3,165 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,330 (year 2033),  Features Intersected: COOKS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.201,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320067803005,  Location: 0.5 MI E OF US 90 (Lat: 29.216636,  Lng: -99.763383),  Route carried "on" structure: State highway 1023,  Year Built: 1959,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,081 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,430 (year 2033),  Design Load: H 20,  Features Intersected: TAYLOR SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.953,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320087501002,  Location: 0.5 MI SE OF FM 117 (Lat: 29.188989,  Lng: -99.771492),  Route carried "on" structure: State highway 140,  Year Built: 1956,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,099 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,010 (year 2033),  Design Load: H 20,  Features Intersected: LEONA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.771,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.2m (30.2ft)

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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $440,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $660,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320116701002,  Location: 0.74 MI W OF US 83 (Lat: 29.226092,  Lng: -99.803508),  Route carried "on" structure: State highway 1052,  Year Built: 2005,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 372 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 540 (year 2033),  Design Load: HS 20,  Features Intersected: COOK'S SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  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,  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 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320116702001,  Location: 0.8 MI S OF US 90 (Lat: 29.194797,  Lng: -99.791244),  Route carried "on" structure: State highway 1435,  Year Built: 1987,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,623 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,180 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.420,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320256301001,  Location: 0.6 MI N OF US 90 (Lat: 29.221517,  Lng: -99.777314),  Route carried "on" structure: State highway 1023,  Year Built: 1978,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,081 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,000 (year 2031),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320351401001,  Location: 1.5 MI N OF US 90 (Lat: 29.216958,  Lng: -99.799106),  Route carried "on" structure: State highway 1435,  Year Built: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,033 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 3,500 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.052,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.4m (60.4ft)

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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 152320B00450001,  Location: 0.35 MI E OF US 83 (Lat: 29.215619,  Lng: -99.782619),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 820 (year 2020),  Average Future Daily Traffic: 2,000 (year 2031),  Design Load: HS 20,  Features Intersected: LEONA RIVER,  Facility Carried by Structure: E MESQUITE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.3m (53.5ft)

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

Find on map >>   Show street view

Structure Number: 152320B00490001,  Location: 0.38 MI E OF US 83 (Lat: 29.212844,  Lng: -99.780953),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,670 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: LEONA RIVER,  Facility Carried by Structure: E NOPAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 152320003608041,  Location: 1.6 MI N OF US 90,  Route carried "under" structure: State highway 2369,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,110 (year 2013),  Truck Traffic: 31%,  Features Intersected: FM 2369,  Facility Carried by Structure: US 83
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 10.736,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)