Bridge Statistics for Lometa, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 62ft / 18.8mTotal length
- $211,000Total costs
- 22,787Total average daily traffic
- 4,142Total average daily truck traffic
- 37,471Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lometa
- No street view available for this location
- New bridges - historical statistics
- 61930-1939
- 21940-1949
- 31950-1959
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 01980-1989
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 30.0%Very good
- 20.0%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 231410027205032, Location: 7.00 MI E OF SAN SABA C/L (Lat: 31.220628, Lng: -98.451317), Route carried "on" structure: US 190, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,622 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,666 (year 2038), Design Load: H 15, Features Intersected: SALT CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.958, Lanes on structure: 2, Base Highway Network: Yes, 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: 1.8m (5.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 231410027205032, Location: 7.00 MI E OF SAN SABA C/L (Lat: 31.220628, Lng: -98.451317), Route carried "on" structure: US 190, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,622 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,666 (year 2038), Design Load: H 15, Features Intersected: SALT CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.958, Lanes on structure: 2, Base Highway Network: Yes, 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: 1.8m (5.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 231410027205033, Location: 8.45 MI E OF SAN SABA C/L (Lat: 31.219550, Lng: -98.427422), Route carried "on" structure: US 190, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,622 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,666 (year 2038), Design Load: H 15, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.248, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 231410027205033, Location: 8.45 MI E OF SAN SABA C/L (Lat: 31.219550, Lng: -98.427422), Route carried "on" structure: US 190, Year Built: 1940, Year Reconstructed: 1960, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,622 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,666 (year 2038), Design Load: H 15, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.248, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 231410027206012, Location: 1.80 MI SE OF FM 3415 (Lat: 31.181978, Lng: -98.363653), Route carried "on" structure: US 183, Year Built: 1936, Year Reconstructed: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,159 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,796 (year 2038), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.274, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000
Structure Number: 231410027206012, Location: 1.80 MI SE OF FM 3415 (Lat: 31.181978, Lng: -98.363653), Route carried "on" structure: US 183, Year Built: 1936, Year Reconstructed: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,159 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,796 (year 2038), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.274, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000
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Structure Number: 231410027206013, Location: 2.40 MI SE OF FM 3415 (Lat: 31.175706, Lng: -98.353692), Route carried "on" structure: US 183, Year Built: 1936, Year Reconstructed: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,159 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,796 (year 2038), Design Load: H 15, Features Intersected: SCHOOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.228, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000
Structure Number: 231410027206013, Location: 2.40 MI SE OF FM 3415 (Lat: 31.175706, Lng: -98.353692), Route carried "on" structure: US 183, Year Built: 1936, Year Reconstructed: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,159 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,796 (year 2038), Design Load: H 15, Features Intersected: SCHOOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.228, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000
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Structure Number: 231410027402003, Location: 4.55 MI SE OF MILLS C/L (Lat: 31.235633, Lng: -98.416447), Route carried "on" structure: US 183, Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,680 (year 2033), Design Load: H 15, Features Intersected: SALT CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.461, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 9 degrees, 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: 21.2m (69.6ft), Out-to-Out Width: 34.6m (113.5ft)
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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 231410027402003, Location: 4.55 MI SE OF MILLS C/L (Lat: 31.235633, Lng: -98.416447), Route carried "on" structure: US 183, Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,680 (year 2033), Design Load: H 15, Features Intersected: SALT CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.461, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 9 degrees, 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: 21.2m (69.6ft), Out-to-Out Width: 34.6m (113.5ft)
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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 231410027402004, Location: 5.00 MI SE OF MILLS C/L (Lat: 31.231197, Lng: -98.410911), Route carried "on" structure: US 183, Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,680 (year 2033), Design Load: H 15, Features Intersected: SALT CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.225, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 231410027402004, Location: 5.00 MI SE OF MILLS C/L (Lat: 31.231197, Lng: -98.410911), Route carried "on" structure: US 183, Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,680 (year 2033), Design Load: H 15, Features Intersected: SALT CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.225, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 231410027402012, Location: 3.80 MI SE OF MILLS C/L (Lat: 31.244153, Lng: -98.424878), Route carried "on" structure: US 183, Year Built: 1936, Year Reconstructed: 1999, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 4,206 (year 2038), Design Load: H 15, Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.233, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $35,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 231410027402012, Location: 3.80 MI SE OF MILLS C/L (Lat: 31.244153, Lng: -98.424878), Route carried "on" structure: US 183, Year Built: 1936, Year Reconstructed: 1999, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 4,206 (year 2038), Design Load: H 15, Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.233, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $35,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23141008670601, Location: 2.80 MI SW OF US 190 (Lat: 31.199547, Lng: -98.440842), Route carried "on" structure: State highway 581, Year Built: 1955, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 301 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 297 (year 2038), Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.597, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23141008670601, Location: 2.80 MI SW OF US 190 (Lat: 31.199547, Lng: -98.440842), Route carried "on" structure: State highway 581, Year Built: 1955, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 301 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 297 (year 2038), Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.597, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 231410086706011, Location: 3.00 MI SW OF US 190 (Lat: 31.197625, Lng: -98.440769), Route carried "on" structure: State highway 581, Year Built: 1955, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 182 (year 2038), Features Intersected: KIRBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.234, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Better than 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, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 231410086706011, Location: 3.00 MI SW OF US 190 (Lat: 31.197625, Lng: -98.440769), Route carried "on" structure: State highway 581, Year Built: 1955, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 182 (year 2038), Features Intersected: KIRBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.234, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Better than 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, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 231410086706013, Location: 1.80 MI W OF US 190 (Lat: 31.208419, Lng: -98.434736), Route carried "on" structure: State highway 581, Year Built: 1956, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 212 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 402 (year 2038), Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.183, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Better than 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, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 231410086706013, Location: 1.80 MI W OF US 190 (Lat: 31.208419, Lng: -98.434736), Route carried "on" structure: State highway 581, Year Built: 1956, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 212 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 402 (year 2038), Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.183, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Better than 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, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 231410AA0069001, Location: 1.90 MI E OF FM 581 (Lat: 31.233386, Lng: -98.354428), Route carried "on" structure: County highway 2600, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: BARKLEY CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 231410AA0069001, Location: 1.90 MI E OF FM 581 (Lat: 31.233386, Lng: -98.354428), Route carried "on" structure: County highway 2600, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: BARKLEY CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous