Bridge Statistics for Leonard, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 226ft / 69.4mTotal length
- $728,000Total costs
- 31,775Total average daily traffic
- 5,994Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Leonard
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 61940-1949
- 41950-1959
- 31960-1969
- 11980-1989
- 51990-1999
- 62000-2009
- 62010-2019
- 12020-2022
- Bridge Condition - Deck
- 22.2%Very good
- 59.3%Good
- 14.8%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 3.7%Excellent
- 37.0%Very good
- 37.0%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 14.8%Very good
- 40.7%Good
- 37.0%Satisfactory
- 7.4%Fair
- Bridge Condition - Channel
- 15.6%Very good
- 37.5%Good
- 34.4%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
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Structure Number: 10750020203039, Location: 0.1 MI S OF SH 78 (SOUTH) (Lat: 33.378542, Lng: -96.238219), Route carried "on" structure: US 69, Year Built: 1943, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,521 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,250 (year 2033), Design Load: HS 15, Features Intersected: ARNOLD CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.649, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
Structure Number: 10750020203039, Location: 0.1 MI S OF SH 78 (SOUTH) (Lat: 33.378542, Lng: -96.238219), Route carried "on" structure: US 69, Year Built: 1943, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,521 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,250 (year 2033), Design Load: HS 15, Features Intersected: ARNOLD CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.649, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
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Structure Number: 10750027904014, Location: 2.8 MI SW OF SH 11 (Lat: 33.405256, Lng: -96.204753), Route carried "on" structure: State highway 78, Year Built: 1936, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,510 (year 2033), Features Intersected: WEAVER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750027904014, Location: 2.8 MI SW OF SH 11 (Lat: 33.405256, Lng: -96.204753), Route carried "on" structure: State highway 78, Year Built: 1936, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,510 (year 2033), Features Intersected: WEAVER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750027904015, Location: 1.0 MI NE OF US 69 (Lat: 33.393436, Lng: -96.223492), Route carried "on" structure: State highway 78, Year Built: 1936, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,510 (year 2033), Features Intersected: S SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750027904015, Location: 1.0 MI NE OF US 69 (Lat: 33.393436, Lng: -96.223492), Route carried "on" structure: State highway 78, Year Built: 1936, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,510 (year 2033), Features Intersected: S SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750028001025, Location: 2.1 MI W OF US 69 (Lat: 33.379903, Lng: -96.272208), Route carried "on" structure: State highway 78, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,544 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,250 (year 2033), Features Intersected: LEE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.177, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 10750028001025, Location: 2.1 MI W OF US 69 (Lat: 33.379903, Lng: -96.272208), Route carried "on" structure: State highway 78, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,544 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,250 (year 2033), Features Intersected: LEE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.177, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 10750028001026, Location: 3.7 MI W OF US 69 (Lat: 33.374356, Lng: -96.295594), Route carried "on" structure: State highway 78, Year Built: 1957, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,544 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,250 (year 2033), Features Intersected: MOTTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.893, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 10750028001026, Location: 3.7 MI W OF US 69 (Lat: 33.374356, Lng: -96.295594), Route carried "on" structure: State highway 78, Year Built: 1957, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,544 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,250 (year 2033), Features Intersected: MOTTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.893, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 10750028001027, Location: 0.9 MI W OF FM 981 (Lat: 33.374758, Lng: -96.311692), Route carried "on" structure: State highway 78, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,512 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,510 (year 2033), Features Intersected: BEAR CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750028001027, Location: 0.9 MI W OF FM 981 (Lat: 33.374758, Lng: -96.311692), Route carried "on" structure: State highway 78, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,512 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,510 (year 2033), Features Intersected: BEAR CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750076401005, Location: 1.8 MI E OF US 69 (Lat: 33.374800, Lng: -96.208792), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 452 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 633 (year 2039), Design Load: H 15, Features Intersected: SOUTH SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750076401005, Location: 1.8 MI E OF US 69 (Lat: 33.374800, Lng: -96.208792), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 452 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 633 (year 2039), Design Load: H 15, Features Intersected: SOUTH SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750076401006, Location: 2.9 MI E OF US 69 (Lat: 33.377378, Lng: -96.194981), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 452 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 633 (year 2039), Design Load: H 15, Features Intersected: NELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750076401006, Location: 2.9 MI E OF US 69 (Lat: 33.377378, Lng: -96.194981), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 452 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 633 (year 2039), Design Load: H 15, Features Intersected: NELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750076401007, Location: 3.3 MI E OF US 69 (Lat: 33.376347, Lng: -96.188911), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 452 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 633 (year 2039), Design Load: H 15, Features Intersected: JACOBS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750076401007, Location: 3.3 MI E OF US 69 (Lat: 33.376347, Lng: -96.188911), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 452 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 633 (year 2039), Design Load: H 15, Features Intersected: JACOBS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750076404009, Location: 1.9 MI S OF BUSINESS 121 (Lat: 33.459739, Lng: -96.248256), Route carried "on" structure: State highway 896, Year Built: 1950, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 780 (year 2033), Design Load: H 15, Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750076404009, Location: 1.9 MI S OF BUSINESS 121 (Lat: 33.459739, Lng: -96.248256), Route carried "on" structure: State highway 896, Year Built: 1950, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 780 (year 2033), Design Load: H 15, Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750076404013, Location: 1.7 MI S OF BUSINESS 121 (Lat: 33.462528, Lng: -96.248231), Route carried "on" structure: State highway 896, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 780 (year 2033), Design Load: HS 20, Features Intersected: BOIS D'ARC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10750076404013, Location: 1.7 MI S OF BUSINESS 121 (Lat: 33.462528, Lng: -96.248231), Route carried "on" structure: State highway 896, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 780 (year 2033), Design Load: HS 20, Features Intersected: BOIS D'ARC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10750148801007, Location: 0.2 MI W OF SH 11 (Lat: 33.460289, Lng: -96.204781), Route carried "on" structure: State highway 1553, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 234 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 280 (year 2033), Design Load: HL 93, Features Intersected: BURR OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10750148801007, Location: 0.2 MI W OF SH 11 (Lat: 33.460289, Lng: -96.204781), Route carried "on" structure: State highway 1553, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 234 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 280 (year 2033), Design Load: HL 93, Features Intersected: BURR OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10750213902035, Location: 6.2 MI NE OF US 69 (Lat: 33.485306, Lng: -96.258764), Route carried "on" structure: State highway 121, Year Built: 1998, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 9,440 (year 2033), Design Load: HS 20, Features Intersected: SH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.752, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 10750213902035, Location: 6.2 MI NE OF US 69 (Lat: 33.485306, Lng: -96.258764), Route carried "on" structure: State highway 121, Year Built: 1998, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 9,440 (year 2033), Design Load: HS 20, Features Intersected: SH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.752, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10750213903013, Location: 4.1 MI NW OF SH 78 (Lat: 33.475322, Lng: -96.214414), Route carried "on" structure: State highway 11, Year Built: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,646 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,600 (year 2033), Features Intersected: BOIS D'ARC CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750213903013, Location: 4.1 MI NW OF SH 78 (Lat: 33.475322, Lng: -96.214414), Route carried "on" structure: State highway 11, Year Built: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,646 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,600 (year 2033), Features Intersected: BOIS D'ARC CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750213903014, Location: 3.3 MI NW OF SH 78 (Lat: 33.462233, Lng: -96.203486), Route carried "on" structure: State highway 11, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,646 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,600 (year 2033), Features Intersected: BURR OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.907, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750213903014, Location: 3.3 MI NW OF SH 78 (Lat: 33.462233, Lng: -96.203486), Route carried "on" structure: State highway 11, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,646 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,600 (year 2033), Features Intersected: BURR OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.907, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750287401003, Location: 0.4 MI N OF SH 11 (Lat: 33.481272, Lng: -96.214325), Route carried "on" structure: State highway 2815, Year Built: 1966, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 303 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 510 (year 2033), Design Load: H 15, Features Intersected: DYER CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.549, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $11,000, Total Project Cost: $53,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10750287401003, Location: 0.4 MI N OF SH 11 (Lat: 33.481272, Lng: -96.214325), Route carried "on" structure: State highway 2815, Year Built: 1966, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 303 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 510 (year 2033), Design Load: H 15, Features Intersected: DYER CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.549, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $11,000, Total Project Cost: $53,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750AA0466001, Location: 0.4 MI N OF SH 121 (Lat: 33.481106, Lng: -96.265419), Route carried "on" structure: County highway 4550, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 25 (year 2027), Design Load: HS 20, Features Intersected: TRIB BOIS D'ARC CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 10750AA0466001, Location: 0.4 MI N OF SH 121 (Lat: 33.481106, Lng: -96.265419), Route carried "on" structure: County highway 4550, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 25 (year 2027), Design Load: HS 20, Features Intersected: TRIB BOIS D'ARC CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10750AA0474002, Location: 0.9 MI SE of FM 78 (Lat: 33.369547, Lng: -96.274722), Route carried "on" structure: County highway 5060, Year Built: 2020, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 70 (year 2027), Design Load: HL 93, Features Intersected: LEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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
Structure Number: 10750AA0474002, Location: 0.9 MI SE of FM 78 (Lat: 33.369547, Lng: -96.274722), Route carried "on" structure: County highway 5060, Year Built: 2020, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 70 (year 2027), Design Load: HL 93, Features Intersected: LEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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
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Structure Number: 10750AA0516001, Location: 0.5 MI W OF FM 896 (Lat: 33.448911, Lng: -96.256822), Route carried "on" structure: County highway 4650, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10750AA0516001, Location: 0.5 MI W OF FM 896 (Lat: 33.448911, Lng: -96.256822), Route carried "on" structure: County highway 4650, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10750AA0520001, Location: 0.3 MI NW OF CR 4680 (Lat: 33.434439, Lng: -96.262019), Route carried "on" structure: County highway 4675, Year Built: 2006, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 40 (year 2030), Design Load: HL 93, Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 10750AA0520001, Location: 0.3 MI NW OF CR 4680 (Lat: 33.434439, Lng: -96.262019), Route carried "on" structure: County highway 4675, Year Built: 2006, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 40 (year 2030), Design Load: HL 93, Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10750AA0645001, Location: 0.9 MI E OF FM 1553 (Lat: 33.421050, Lng: -96.207656), Route carried "on" structure: County highway 4800, Year Built: 1995, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 60 (year 2030), Features Intersected: BURR OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10750AA0645001, Location: 0.9 MI E OF FM 1553 (Lat: 33.421050, Lng: -96.207656), Route carried "on" structure: County highway 4800, Year Built: 1995, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 60 (year 2030), Features Intersected: BURR OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 10750AA0645002, Location: 1.7 MI W OF FM 816 (Lat: 33.427808, Lng: -96.191589), Route carried "on" structure: County highway 4800, Year Built: 2013, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 60 (year 2030), Design Load: HL 93, Features Intersected: BURR OAK CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10750AA0645002, Location: 1.7 MI W OF FM 816 (Lat: 33.427808, Lng: -96.191589), Route carried "on" structure: County highway 4800, Year Built: 2013, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 60 (year 2030), Design Load: HL 93, Features Intersected: BURR OAK CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10750AA0648001, Location: .75 MILES EAST OF SH 78 (Lat: 33.387058, Lng: -96.219539), Route carried "on" structure: County highway 4860, Year Built: 2013, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2027), Design Load: HL 93, Features Intersected: SOUTH SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10750AA0648001, Location: .75 MILES EAST OF SH 78 (Lat: 33.387058, Lng: -96.219539), Route carried "on" structure: County highway 4860, Year Built: 2013, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2027), Design Load: HL 93, Features Intersected: SOUTH SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10750AA0652001, Location: 0.2 MI N OF FM 272 (Lat: 33.378289, Lng: -96.213600), Route carried "on" structure: County highway 4870, Year Built: 2007, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 40 (year 2027), Design Load: HL 93, Features Intersected: SOUTH SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 10750AA0652001, Location: 0.2 MI N OF FM 272 (Lat: 33.378289, Lng: -96.213600), Route carried "on" structure: County highway 4870, Year Built: 2007, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 40 (year 2027), Design Load: HL 93, Features Intersected: SOUTH SULPHUR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 10750AA0678002, Location: 1.7 MI S OF FM 78 (Lat: 33.350233, Lng: -96.309697), Route carried "on" structure: County highway 5030, Year Built: 1998, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 35 (year 2027), Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $37,000, Total Project Cost: $149,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10750AA0678002, Location: 1.7 MI S OF FM 78 (Lat: 33.350233, Lng: -96.309697), Route carried "on" structure: County highway 5030, Year Built: 1998, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 35 (year 2027), Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $37,000, Total Project Cost: $149,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11170076402001, Location: 4.5 MI N JCT US69&FM272 (Lat: 33.343786, Lng: -96.160225), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 498 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 504 (year 2039), Design Load: H 15, Features Intersected: RAINBOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.194, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $199,000, Total Project Cost: $450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170076402001, Location: 4.5 MI N JCT US69&FM272 (Lat: 33.343786, Lng: -96.160225), Route carried "on" structure: State highway 272, Year Built: 1949, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 498 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 504 (year 2039), Design Load: H 15, Features Intersected: RAINBOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.194, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $199,000, Total Project Cost: $450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170109701001, Location: 0.4 MI E JCT FM272&FM816 (Lat: 33.365161, Lng: -96.150222), Route carried "on" structure: State highway 816, Year Built: 1949, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 329 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 575 (year 2039), Design Load: H 15, Features Intersected: HICKORY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170109701001, Location: 0.4 MI E JCT FM272&FM816 (Lat: 33.365161, Lng: -96.150222), Route carried "on" structure: State highway 816, Year Built: 1949, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 329 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 575 (year 2039), Design Load: H 15, Features Intersected: HICKORY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170AA0120001, Location: 1.9 Mi E of FM 981 (Lat: 33.349256, Lng: -96.277008), Route carried "on" structure: County highway 1137, Year Built: 2013, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 50 (year 2033), Design Load: HL 93, Features Intersected: Lee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11170AA0120001, Location: 1.9 Mi E of FM 981 (Lat: 33.349256, Lng: -96.277008), Route carried "on" structure: County highway 1137, Year Built: 2013, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 50 (year 2033), Design Load: HL 93, Features Intersected: Lee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11170AA0120002, Location: 1.4 Mi E of FM 981 (Lat: 33.348928, Lng: -96.283811), Route carried "on" structure: County highway 1137, Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HL 93, Features Intersected: Lee Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11170AA0120002, Location: 1.4 Mi E of FM 981 (Lat: 33.348928, Lng: -96.283811), Route carried "on" structure: County highway 1137, Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HL 93, Features Intersected: Lee Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11170AA0125001, Location: 4.2 Mi North of Celeste (Lat: 33.352361, Lng: -96.214761), Route carried "on" structure: County highway 1055, Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 70 (year 2030), Design Load: HL 93, Features Intersected: S. Sulphur River Trib., Facility Carried by Structure: CR 1052
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11170AA0125001, Location: 4.2 Mi North of Celeste (Lat: 33.352361, Lng: -96.214761), Route carried "on" structure: County highway 1055, Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 70 (year 2030), Design Load: HL 93, Features Intersected: S. Sulphur River Trib., Facility Carried by Structure: CR 1052
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11170AA0127001, Location: 3.8 Mi North of Celeste (Lat: 33.347544, Lng: -96.202864), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 50 (year 2030), Features Intersected: S. Sulphur River Branch, Facility Carried by Structure: CR 1051
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 11170AA0127001, Location: 3.8 Mi North of Celeste (Lat: 33.347544, Lng: -96.202864), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 50 (year 2030), Features Intersected: S. Sulphur River Branch, Facility Carried by Structure: CR 1051
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 11170AA0127002, Location: 3.8 Mi North of Celeste (Lat: 33.348050, Lng: -96.186603), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HL 93, Features Intersected: S. Sulphur River, Facility Carried by Structure: CR 1051
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11170AA0127002, Location: 3.8 Mi North of Celeste (Lat: 33.348050, Lng: -96.186603), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 50 (year 2030), Design Load: HL 93, Features Intersected: S. Sulphur River, Facility Carried by Structure: CR 1051
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11170AA0128001, Location: .3 Mi W of FM 272 (Lat: 33.350456, Lng: -96.166481), Route carried "on" structure: County highway 1056, Year Built: 2003, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 50 (year 2030), Features Intersected: Rainbow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $16,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 11170AA0128001, Location: .3 Mi W of FM 272 (Lat: 33.350456, Lng: -96.166481), Route carried "on" structure: County highway 1056, Year Built: 2003, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 50 (year 2030), Features Intersected: Rainbow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $16,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10750213902035, Location: 6.2 MI NE OF US 69 (Lat: 33.485306, Lng: -96.258764), Route carried "under" structure: State highway 11, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 24%, Features Intersected: SH 11, Facility Carried by Structure: SH 121
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 27.784, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 10750213902035, Location: 6.2 MI NE OF US 69 (Lat: 33.485306, Lng: -96.258764), Route carried "under" structure: State highway 11, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 24%, Features Intersected: SH 11, Facility Carried by Structure: SH 121
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 27.784, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)