Bridge Statistics for Blanco, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 207ft / 63.3mTotal length
- $46,000Total costs
- 125,149Total average daily traffic
- 8,538Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Blanco
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 31950-1959
- 81960-1969
- 21980-1989
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 21970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 77.8%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 44.4%Satisfactory
- Bridge Condition - Substructure
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 84.2%Good
- 15.8%Satisfactory
- Bridge Condition - Culverts
- 70.0%Good
- 30.0%Satisfactory
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Structure Number: 140160011203069, Location: 1.7 MI W OF US 281 (Lat: 30.271153, Lng: -98.431392), Route carried "on" structure: US 290, Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 8,008 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,180 (year 2033), Design Load: HL 93, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.792, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140160011203069, Location: 1.7 MI W OF US 281 (Lat: 30.271153, Lng: -98.431392), Route carried "on" structure: US 290, Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 8,008 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,180 (year 2033), Design Load: HL 93, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.792, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140160025301037, Location: 4.6 MI N OF FM 1623 (Lat: 30.158764, Lng: -98.386911), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,015 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,560 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 42.8m (140.4ft)
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: Somewhat better than minimum adequacy, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160025301037, Location: 4.6 MI N OF FM 1623 (Lat: 30.158764, Lng: -98.386911), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,015 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,560 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 42.8m (140.4ft)
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: Somewhat better than minimum adequacy, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160025301038, Location: 3.5 MI N OF FM 1623 (Lat: 30.145344, Lng: -98.397519), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,015 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,560 (year 2033), Features Intersected: MCCALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 40.0m (131.2ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160025301038, Location: 3.5 MI N OF FM 1623 (Lat: 30.145344, Lng: -98.397519), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,015 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,560 (year 2033), Features Intersected: MCCALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 40.0m (131.2ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160025301039, Location: 1.75 MI N OF FM 1623 (Lat: 30.122408, Lng: -98.411853), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,015 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,560 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.615, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.2m (66.3ft)
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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160025301039, Location: 1.75 MI N OF FM 1623 (Lat: 30.122408, Lng: -98.411853), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,015 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,560 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.615, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.2m (66.3ft)
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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14016002530104, Location: 0.1 MI S OF FM 1623 (Lat: 30.096139, Lng: -98.422772), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,887 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,400 (year 2033), Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.723, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.9m (81.7ft)
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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14016002530104, Location: 0.1 MI S OF FM 1623 (Lat: 30.096139, Lng: -98.422772), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,887 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,400 (year 2033), Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.723, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.9m (81.7ft)
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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160025301041, Location: 8.2 MI S OF US 290 E (Lat: 30.092469, Lng: -98.422917), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 15,388 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,400 (year 2033), Design Load: H 20, Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.133, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160025301041, Location: 8.2 MI S OF US 290 E (Lat: 30.092469, Lng: -98.422917), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 15,388 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,400 (year 2033), Design Load: H 20, Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.133, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160025301042, Location: 1.2 MI S OF FM 1623 (Lat: 30.081358, Lng: -98.416733), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,388 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,510 (year 2033), Features Intersected: DURHAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 22.0m (72.2ft)
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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160025301042, Location: 1.2 MI S OF FM 1623 (Lat: 30.081358, Lng: -98.416733), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,388 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,510 (year 2033), Features Intersected: DURHAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 22.0m (72.2ft)
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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160025301043, Location: 1.0 MI S OF FM 32 (Lat: 30.056858, Lng: -98.411053), Route carried "on" structure: US 281, Year Built: 1960, Year Reconstructed: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,510 (year 2033), Features Intersected: FLAT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 21.7m (71.2ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160025301043, Location: 1.0 MI S OF FM 32 (Lat: 30.056858, Lng: -98.411053), Route carried "on" structure: US 281, Year Built: 1960, Year Reconstructed: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,510 (year 2033), Features Intersected: FLAT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 21.7m (71.2ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160025301044, Location: 1.1 MI S OF FM 32 (Lat: 30.054381, Lng: -98.411136), Route carried "on" structure: US 281, Year Built: 1960, Year Reconstructed: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,510 (year 2033), Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.643, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 25.4m (83.3ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160025301044, Location: 1.1 MI S OF FM 32 (Lat: 30.054381, Lng: -98.411136), Route carried "on" structure: US 281, Year Built: 1960, Year Reconstructed: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,510 (year 2033), Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.643, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 25.4m (83.3ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160025307086, Location: 0.2 MI E OF US 281 (Lat: 30.096122, Lng: -98.417783), Route carried "on" structure: State highway 163, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,489 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 110 (year 2033), Design Load: HS 20, Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 140160025307086, Location: 0.2 MI E OF US 281 (Lat: 30.096122, Lng: -98.417783), Route carried "on" structure: State highway 163, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,489 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 110 (year 2033), Design Load: HS 20, Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140160051101001, Location: 1.5 MI E OF US 281 (Lat: 30.064203, Lng: -98.385994), Route carried "on" structure: State highway 32, Year Built: 1945, Year Reconstructed: 1981, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 4,275 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: H 15, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160051101001, Location: 1.5 MI E OF US 281 (Lat: 30.064203, Lng: -98.385994), Route carried "on" structure: State highway 32, Year Built: 1945, Year Reconstructed: 1981, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 4,275 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: H 15, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160095402003, Location: 3.9 MI E OF LP 163 (Lat: 30.096989, Lng: -98.354186), Route carried "on" structure: State highway 165, Year Built: 1958, Year Reconstructed: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,141 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,180 (year 2033), Features Intersected: ROGERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160095402003, Location: 3.9 MI E OF LP 163 (Lat: 30.096989, Lng: -98.354186), Route carried "on" structure: State highway 165, Year Built: 1958, Year Reconstructed: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,141 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,180 (year 2033), Features Intersected: ROGERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160095402006, Location: 0.9 MI E OF LP 163 (Lat: 30.091150, Lng: -98.401153), Route carried "on" structure: State highway 165, Year Built: 2016, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,141 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,100 (year 2030), Design Load: HL 93, Features Intersected: BLANCO RIVER & CR 404
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.469, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140160095402006, Location: 0.9 MI E OF LP 163 (Lat: 30.091150, Lng: -98.401153), Route carried "on" structure: State highway 165, Year Built: 2016, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,141 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,100 (year 2030), Design Load: HL 93, Features Intersected: BLANCO RIVER & CR 404
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.469, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140160153401001, Location: 1.0 MI W OF US 281 (Lat: 30.100072, Lng: -98.439461), Route carried "on" structure: State highway 1623, Year Built: 1952, Year Reconstructed: 1976, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,193 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,960 (year 2033), Design Load: H 10, Features Intersected: HINES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160153401001, Location: 1.0 MI W OF US 281 (Lat: 30.100072, Lng: -98.439461), Route carried "on" structure: State highway 1623, Year Built: 1952, Year Reconstructed: 1976, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,193 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,960 (year 2033), Design Load: H 10, Features Intersected: HINES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160153401004, Location: 3.6 MI W OF US 281 (Lat: 30.106744, Lng: -98.477881), Route carried "on" structure: State highway 1623, Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,065 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,780 (year 2033), Features Intersected: MCKINNEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.638, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160153401004, Location: 3.6 MI W OF US 281 (Lat: 30.106744, Lng: -98.477881), Route carried "on" structure: State highway 1623, Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,065 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,780 (year 2033), Features Intersected: MCKINNEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.638, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160153401008, Location: 2.9 MI W OF US 281 (Lat: 30.101983, Lng: -98.469100), Route carried "on" structure: State highway 1623, Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,065 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
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, Waterway Adequacy: 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: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160153401008, Location: 2.9 MI W OF US 281 (Lat: 30.101983, Lng: -98.469100), Route carried "on" structure: State highway 1623, Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,065 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
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, Waterway Adequacy: 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: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160AA0148001, Location: 0.01 MI N OF FM 165 (Lat: 30.091297, Lng: -98.401747), Route carried "on" structure: County highway 404, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,933 (year 2015), Average Future Daily Traffic: 130 (year 2030), Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160AA0148001, Location: 0.01 MI N OF FM 165 (Lat: 30.091297, Lng: -98.401747), Route carried "on" structure: County highway 404, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,933 (year 2015), Average Future Daily Traffic: 130 (year 2030), Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160AA0152002, Location: 0.5 MI W OF US 281 (Lat: 30.092825, Lng: -98.430031), Route carried "on" structure: County highway 102, Year Built: 1989, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 874 (year 2020), Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 140160AA0152002, Location: 0.5 MI W OF US 281 (Lat: 30.092825, Lng: -98.430031), Route carried "on" structure: County highway 102, Year Built: 1989, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 874 (year 2020), Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: BLANCO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140160B00220001, Location: 0.05 MI S OF THIRD ST (Lat: 30.096272, Lng: -98.421694), Route carried "on" structure: City street , Year Built: 1932, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 199 (year 2020), Average Future Daily Traffic: 200 (year 2027), Features Intersected: TOWN CREEK, Facility Carried by Structure: PECAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $8,000, Total Project Cost: $40,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140160B00220001, Location: 0.05 MI S OF THIRD ST (Lat: 30.096272, Lng: -98.421694), Route carried "on" structure: City street , Year Built: 1932, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 199 (year 2020), Average Future Daily Traffic: 200 (year 2027), Features Intersected: TOWN CREEK, Facility Carried by Structure: PECAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $8,000, Total Project Cost: $40,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140160095402006, Location: 0.9 MI E OF LP 163 (Lat: 30.091150, Lng: -98.401153), Route carried "under" structure: County highway 404, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 10 (year 2016), Features Intersected: RM 165, Facility Carried by Structure: RM 165
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 140160095402006, Location: 0.9 MI E OF LP 163 (Lat: 30.091150, Lng: -98.401153), Route carried "under" structure: County highway 404, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 10 (year 2016), Features Intersected: RM 165, Facility Carried by Structure: RM 165
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)