Bridge Statistics for Wylie, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 486ft / 148mTotal length
- 330,046Total average daily traffic
- 13,076Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wylie
- No street view available for this location
- New bridges - historical statistics
- 31970-1979
- 51980-1989
- 31990-1999
- 132000-2009
- 132010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.3%Very good
- 81.3%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 56.3%Very good
- 43.8%Good
- Bridge Condition - Substructure
- 68.8%Good
- 31.3%Satisfactory
- Bridge Condition - Channel
- 71.4%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 90.0%Good
- 10.0%Satisfactory
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Structure Number: 180430028101037, Location: 6.70 MI S OF US 380 (Lat: 33.075386, Lng: -96.425819), Route carried "on" structure: State highway 78, Year Built: 1972, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 9,383 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,576 (year 2040), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.908, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430028101037, Location: 6.70 MI S OF US 380 (Lat: 33.075386, Lng: -96.425819), Route carried "on" structure: State highway 78, Year Built: 1972, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 9,383 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,576 (year 2040), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.908, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430028101038, Location: 0.65 MI N OF FM 6 (Lat: 33.052875, Lng: -96.423600), Route carried "on" structure: State highway 78, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,185 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 14,260 (year 2037), Design Load: HS 20, Features Intersected: PRICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.403, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430028101038, Location: 0.65 MI N OF FM 6 (Lat: 33.052875, Lng: -96.423600), Route carried "on" structure: State highway 78, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,185 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 14,260 (year 2037), Design Load: HS 20, Features Intersected: PRICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.403, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430028102046, Location: 1.30 MI SW OF FM 544 (Lat: 32.995225, Lng: -96.565383), Route carried "on" structure: State highway 78, Year Built: 1999, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,617 (year 2040), Design Load: HS 20, Features Intersected: MAXWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.2m (56.4ft)
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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430028102046, Location: 1.30 MI SW OF FM 544 (Lat: 32.995225, Lng: -96.565383), Route carried "on" structure: State highway 78, Year Built: 1999, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,617 (year 2040), Design Load: HS 20, Features Intersected: MAXWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.2m (56.4ft)
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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430028102047, Location: 1.30 MI SW OF FM 544 (Lat: 32.995892, Lng: -96.564947), Route carried "on" structure: State highway 78, Year Built: 1999, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,617 (year 2040), Design Load: HS 20, Features Intersected: MAXWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.2m (56.4ft)
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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430028102047, Location: 1.30 MI SW OF FM 544 (Lat: 32.995892, Lng: -96.564947), Route carried "on" structure: State highway 78, Year Built: 1999, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,617 (year 2040), Design Load: HS 20, Features Intersected: MAXWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.2m (56.4ft)
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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430028102048, Location: 1.00 MI SW OF FM 544 (Lat: 32.998864, Lng: -96.560306), Route carried "on" structure: State highway 78, Year Built: 2001, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,265 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.706, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430028102048, Location: 1.00 MI SW OF FM 544 (Lat: 32.998864, Lng: -96.560306), Route carried "on" structure: State highway 78, Year Built: 2001, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,265 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.706, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430028102049, Location: 1.00 MI SW OF FM 544 (Lat: 32.997794, Lng: -96.561358), Route carried "on" structure: State highway 78, Year Built: 2001, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,617 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.706, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430028102049, Location: 1.00 MI SW OF FM 544 (Lat: 32.997794, Lng: -96.561358), Route carried "on" structure: State highway 78, Year Built: 2001, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 13,298 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,617 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.706, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430028102056, Location: 1.3 MI. W Of JCT. SH 205 (Lat: 33.023369, Lng: -96.475822), Route carried "on" structure: State highway 78, Year Built: 2017, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 25,731 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 38,082 (year 2040), Design Load: HL 93, Features Intersected: EAST FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.912, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430028102056, Location: 1.3 MI. W Of JCT. SH 205 (Lat: 33.023369, Lng: -96.475822), Route carried "on" structure: State highway 78, Year Built: 2017, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 25,731 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 38,082 (year 2040), Design Load: HL 93, Features Intersected: EAST FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.912, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430061903029, Location: 0.60 MI E OF FM 1378 (Lat: 33.008586, Lng: -96.562981), Route carried "on" structure: State highway 544, Year Built: 1982, Year Reconstructed: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,224 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 40,914 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.656, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430061903029, Location: 0.60 MI E OF FM 1378 (Lat: 33.008586, Lng: -96.562981), Route carried "on" structure: State highway 544, Year Built: 1982, Year Reconstructed: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,224 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 40,914 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.656, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430061903033, Location: 0.10 MI W OF SH 78 (Lat: 33.007322, Lng: -96.548333), Route carried "on" structure: State highway 544, Year Built: 1988, Year Reconstructed: 2001, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,717 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 34,425 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.976, Lanes on structure: 6, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 180430061903033, Location: 0.10 MI W OF SH 78 (Lat: 33.007322, Lng: -96.548333), Route carried "on" structure: State highway 544, Year Built: 1988, Year Reconstructed: 2001, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,717 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 34,425 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.976, Lanes on structure: 6, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 180430061903036, Location: 0.3 MI EAST OF FM 1378 (Lat: 33.010025, Lng: -96.567703), Route carried "on" structure: State highway 544, Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,546 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 20,457 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.206, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430061903036, Location: 0.3 MI EAST OF FM 1378 (Lat: 33.010025, Lng: -96.567703), Route carried "on" structure: State highway 544, Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,546 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 20,457 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.206, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430061903038, Location: 0.3 MI E OF FM 1378 (Lat: 33.009864, Lng: -96.567694), Route carried "on" structure: State highway 544, Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,678 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 20,457 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.212, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430061903038, Location: 0.3 MI E OF FM 1378 (Lat: 33.009864, Lng: -96.567694), Route carried "on" structure: State highway 544, Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,678 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 20,457 (year 2040), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.212, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18043006190304, Location: 0.7 MI E OF FM 1378 (Lat: 33.008483, Lng: -96.563183), Route carried "on" structure: State highway 544, Year Built: 2005, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 29,224 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 40,914 (year 2040), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.920, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 18043006190304, Location: 0.7 MI E OF FM 1378 (Lat: 33.008483, Lng: -96.563183), Route carried "on" structure: State highway 544, Year Built: 2005, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 29,224 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 40,914 (year 2040), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.920, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 180430061906286, Location: 0.30 MI E OF FM 1378 (Lat: 33.018711, Lng: -96.563286), Route carried "on" structure: State highway 3412, Year Built: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,224 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,795 (year 2040), Design Load: HL 93, Features Intersected: Muddy Creek Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.498, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 14.6m (47.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430061906286, Location: 0.30 MI E OF FM 1378 (Lat: 33.018711, Lng: -96.563286), Route carried "on" structure: State highway 3412, Year Built: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,224 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,795 (year 2040), Design Load: HL 93, Features Intersected: Muddy Creek Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.498, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 14.6m (47.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430CC0115001, Location: 0.10 MI S OF FM 2514 (Lat: 33.053903, Lng: -96.585925), Route carried "on" structure: City street 115, Year Built: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 60 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2031), Features Intersected: TURNER BRANCH, Facility Carried by Structure: BOIS D'ARC LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 180430CC0115001, Location: 0.10 MI S OF FM 2514 (Lat: 33.053903, Lng: -96.585925), Route carried "on" structure: City street 115, Year Built: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 60 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2031), Features Intersected: TURNER BRANCH, Facility Carried by Structure: BOIS D'ARC LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 180430K00020001, Location: 1.40 MI W OF SH 78 (Lat: 33.018525, Lng: -96.555819), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12,711 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 17,795 (year 2039), Features Intersected: TRIB MUDDY CREEK, Facility Carried by Structure: W BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete
Structure Number: 180430K00020001, Location: 1.40 MI W OF SH 78 (Lat: 33.018525, Lng: -96.555819), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12,711 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 17,795 (year 2039), Features Intersected: TRIB MUDDY CREEK, Facility Carried by Structure: W BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete
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Structure Number: 180430K00170001, Location: 0.40 MI S OF FM 544 (Lat: 33.002058, Lng: -96.561414), Route carried "on" structure: City street 297, Year Built: 1989, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,580 (year 2011), Average Future Daily Traffic: 1,600 (year 2031), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: SANDEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430K00170001, Location: 0.40 MI S OF FM 544 (Lat: 33.002058, Lng: -96.561414), Route carried "on" structure: City street 297, Year Built: 1989, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,580 (year 2011), Average Future Daily Traffic: 1,600 (year 2031), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: SANDEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430K00172001, Location: 0.40 MI S OF E BROWN ST (Lat: 33.010625, Lng: -96.520956), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,699 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 5,179 (year 2038), Design Load: HS 20, Features Intersected: RUSH CREEK, Facility Carried by Structure: S WA ALLEN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K00172001, Location: 0.40 MI S OF E BROWN ST (Lat: 33.010625, Lng: -96.520956), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,699 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 5,179 (year 2038), Design Load: HS 20, Features Intersected: RUSH CREEK, Facility Carried by Structure: S WA ALLEN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430K00867001, Location: 0.75 MI W OF FM 1378 (Lat: 33.032592, Lng: -96.581075), Route carried "on" structure: City street 298, Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,574 (year 2019), Average Future Daily Traffic: 180 (year 2030), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: MCMILLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180430K00867001, Location: 0.75 MI W OF FM 1378 (Lat: 33.032592, Lng: -96.581075), Route carried "on" structure: City street 298, Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,574 (year 2019), Average Future Daily Traffic: 180 (year 2030), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: MCMILLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180430K00867002, Location: 0.10 MI SE OF SH 78 (Lat: 32.996861, Lng: -96.560411), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 1,580 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,600 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: ALANIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.8m (117.5ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180430K00867002, Location: 0.10 MI SE OF SH 78 (Lat: 32.996861, Lng: -96.560411), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 1,580 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,600 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: ALANIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.8m (117.5ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180430K00867003, Location: 1.0 MI E OF FM 544 (Lat: 32.995631, Lng: -96.507389), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: COLLINS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 20.5m (67.3ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K00867003, Location: 1.0 MI E OF FM 544 (Lat: 32.995631, Lng: -96.507389), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: COLLINS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 20.5m (67.3ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430K00867004, Location: 0.40 MI E OF FM 78 (Lat: 33.016950, Lng: -96.524561), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,067 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,694 (year 2038), Features Intersected: RUSH CREEK, Facility Carried by Structure: E BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 25.1m (82.3ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K00867004, Location: 0.40 MI E OF FM 78 (Lat: 33.016950, Lng: -96.524561), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,067 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,694 (year 2038), Features Intersected: RUSH CREEK, Facility Carried by Structure: E BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 25.1m (82.3ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430K00867005, Location: 0.20 MI E OF FM 78 (Lat: 33.017050, Lng: -96.528281), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,067 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,694 (year 2038), Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: E BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 25.5m (83.7ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K00867005, Location: 0.20 MI E OF FM 78 (Lat: 33.017050, Lng: -96.528281), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,067 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,694 (year 2038), Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: E BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 25.5m (83.7ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430K00867006, Location: 0.10 MI S OF COLLINS BLVD (Lat: 32.995131, Lng: -96.509239), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: RUSH CREEK, Facility Carried by Structure: TROY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 31.4m (103.0ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K00867006, Location: 0.10 MI S OF COLLINS BLVD (Lat: 32.995131, Lng: -96.509239), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: RUSH CREEK, Facility Carried by Structure: TROY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 31.4m (103.0ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430K00867007, Location: 0.60 MI NW OF SH 78 (Lat: 32.996389, Lng: -96.578169), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,600 (year 2038), Design Load: HL 93, Features Intersected: MAXWELL CREEK, Facility Carried by Structure: WOODBRIDGE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180430K00867007, Location: 0.60 MI NW OF SH 78 (Lat: 32.996389, Lng: -96.578169), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,600 (year 2038), Design Load: HL 93, Features Intersected: MAXWELL CREEK, Facility Carried by Structure: WOODBRIDGE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180430K00867008, Location: 0.20 MI N OF FM 544 (Lat: 33.013339, Lng: -96.571831), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,593 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,230 (year 2038), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: COUNTRY CLUB RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.5m (50.9ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180430K00867008, Location: 0.20 MI N OF FM 544 (Lat: 33.013339, Lng: -96.571831), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,593 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,230 (year 2038), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: COUNTRY CLUB RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.5m (50.9ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180430K00867009, Location: 0.20 MI N OF FM 544 (Lat: 33.013431, Lng: -96.572031), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,593 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,230 (year 2038), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: COUNTRY CLUB RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180430K00867009, Location: 0.20 MI N OF FM 544 (Lat: 33.013431, Lng: -96.572031), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,593 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,230 (year 2038), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: COUNTRY CLUB RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180430K0086701, Location: 0.30 MI SE OF WOODBRIDGE (Lat: 33.001681, Lng: -96.573861), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: TRIB MAXWELL CREEK, Facility Carried by Structure: HENSLEY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 21.2m (69.6ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K0086701, Location: 0.30 MI SE OF WOODBRIDGE (Lat: 33.001681, Lng: -96.573861), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: TRIB MAXWELL CREEK, Facility Carried by Structure: HENSLEY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 21.2m (69.6ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430K00867011, Location: 0.50 MI S OF FM 544 (Lat: 33.004731, Lng: -96.576069), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,600 (year 2038), Features Intersected: TRIB MAXWELL CREEK, Facility Carried by Structure: WOODBRIDGE PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K00867011, Location: 0.50 MI S OF FM 544 (Lat: 33.004731, Lng: -96.576069), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,600 (year 2038), Features Intersected: TRIB MAXWELL CREEK, Facility Carried by Structure: WOODBRIDGE PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430K00867012, Location: 0.50 MI S OF FM 544 (Lat: 33.005050, Lng: -96.576511), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,600 (year 2038), Features Intersected: TRIB MAXWELL CREEK, Facility Carried by Structure: WOODBRIDGE PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.5m (50.9ft)
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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430K00867012, Location: 0.50 MI S OF FM 544 (Lat: 33.005050, Lng: -96.576511), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,600 (year 2038), Features Intersected: TRIB MAXWELL CREEK, Facility Carried by Structure: WOODBRIDGE PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.5m (50.9ft)
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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430LY9969001, Location: 0.50 MI E OF FM 544 (Lat: 33.000492, Lng: -96.514114), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: RUSH CREEK, Facility Carried by Structure: COLLINS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 23.8m (78.1ft)
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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430LY9969001, Location: 0.50 MI E OF FM 544 (Lat: 33.000492, Lng: -96.514114), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: RUSH CREEK, Facility Carried by Structure: COLLINS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 23.8m (78.1ft)
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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430LZ0116001, Location: 0.04 MI E OF N LYNN DR (Lat: 33.040036, Lng: -96.592472), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: TRIB MUDDY CREEK, Facility Carried by Structure: GLENWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430LZ0116001, Location: 0.04 MI E OF N LYNN DR (Lat: 33.040036, Lng: -96.592472), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Features Intersected: TRIB MUDDY CREEK, Facility Carried by Structure: GLENWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430LZ0239001, Location: 0.30 MI N OF MCMILLEN DR (Lat: 33.037706, Lng: -96.587147), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Design Load: HS 20, Features Intersected: TRIB MUDDY CREEK, Facility Carried by Structure: N LEWIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430LZ0239001, Location: 0.30 MI N OF MCMILLEN DR (Lat: 33.037706, Lng: -96.587147), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 345 (year 2038), Design Load: HS 20, Features Intersected: TRIB MUDDY CREEK, Facility Carried by Structure: N LEWIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430T01315001, Location: 0.60 MI E OF SH 78 (Lat: 32.996997, Lng: -96.551372), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,580 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,600 (year 2038), Design Load: HS 20, Features Intersected: TRIB MUDDY CREEEK, Facility Carried by Structure: ALANIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430T01315001, Location: 0.60 MI E OF SH 78 (Lat: 32.996997, Lng: -96.551372), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,580 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,600 (year 2038), Design Load: HS 20, Features Intersected: TRIB MUDDY CREEEK, Facility Carried by Structure: ALANIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430T01847001, Location: 0.6 MI E OF COUNTRY CLUB (Lat: 33.028933, Lng: -96.559600), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,820 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,748 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK BRANCH, Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180430T01847001, Location: 0.6 MI E OF COUNTRY CLUB (Lat: 33.028933, Lng: -96.559600), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,820 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,748 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK BRANCH, Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180430ZA8955001, Location: 0.08 MI N OF OAK ST (Lat: 33.014939, Lng: -96.527667), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 163 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 163 (year 2039), Design Load: HL 93, Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: PEACHWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Good, Culverts: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430ZA8955001, Location: 0.08 MI N OF OAK ST (Lat: 33.014939, Lng: -96.527667), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 163 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 163 (year 2039), Design Load: HL 93, Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: PEACHWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Good, Culverts: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430ZA8956001, Location: 0.30 MI W OF TAWAKONI DR (Lat: 33.008431, Lng: -96.501514), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2039), Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: RAY HUBBARD WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.4m (57.1ft)
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: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180430ZA8956001, Location: 0.30 MI W OF TAWAKONI DR (Lat: 33.008431, Lng: -96.501514), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2039), Features Intersected: TRIB RUSH CREEK, Facility Carried by Structure: RAY HUBBARD WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.4m (57.1ft)
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: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180430028101037, Location: 6.70 MI S OF US 380 (Lat: 33.075367, Lng: -96.420239), Route carried "under" structure: State highway 78, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 175 (year 2014), Truck Traffic: 3%, Features Intersected: CR 545
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 180430028101037, Location: 6.70 MI S OF US 380 (Lat: 33.075367, Lng: -96.420239), Route carried "under" structure: State highway 78, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 175 (year 2014), Truck Traffic: 3%, Features Intersected: CR 545
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)