Bridge Statistics for Terrell, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 101920-1929
- 31930-1939
- 101950-1959
- 351960-1969
- 171980-1989
- 31990-1999
- 82000-2009
- 32010-2019
- 32020-2022
- Reconstructed bridges - Historical Statistics
- 21930-1939
- 01940-1949
- 31950-1959
- 61960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 2.6%Excellent
- 5.1%Very good
- 48.7%Good
- 33.3%Satisfactory
- 10.3%Fair
- Bridge Condition - Superstructure
- 2.6%Excellent
- 7.7%Very good
- 35.9%Good
- 43.6%Satisfactory
- 10.3%Fair
- Bridge Condition - Substructure
- 7.7%Very good
- 38.5%Good
- 38.5%Satisfactory
- 12.8%Fair
- 2.6%Poor
- Bridge Condition - Channel
- 8.1%Very good
- 40.3%Good
- 46.8%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 40.5%Good
- 43.2%Satisfactory
- 16.2%Fair
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Structure Number: 181300009503011, Location: 0.85 MI W OF FM 460 (Lat: 32.774158, Lng: -96.501464), Route carried "on" structure: US 80, Year Built: 1930, Year Reconstructed: 1978, Status: Open, Structure Length: 42.67m (139.99ft), Average Daily Traffic: 30,537 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 58,710 (year 2035), Design Load: H 15, Features Intersected: EAST FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 48, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 42.67m (139.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $30,000, Total Project Cost: $148,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009503011, Location: 0.85 MI W OF FM 460 (Lat: 32.774158, Lng: -96.501464), Route carried "on" structure: US 80, Year Built: 1930, Year Reconstructed: 1978, Status: Open, Structure Length: 42.67m (139.99ft), Average Daily Traffic: 30,537 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 58,710 (year 2035), Design Load: H 15, Features Intersected: EAST FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 48, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 42.67m (139.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $30,000, Total Project Cost: $148,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504021, Location: 0.30 MI E OF SP 557 (Lat: 32.738558, Lng: -96.351214), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 16,269 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 18,730 (year 2033), Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.521, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009504021, Location: 0.30 MI E OF SP 557 (Lat: 32.738558, Lng: -96.351214), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 16,269 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 18,730 (year 2033), Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.521, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504022, Location: 1.00 MI E OF SP 557 (Lat: 32.738200, Lng: -96.339264), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,495 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 22,840 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.669, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 26.3m (86.3ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009504022, Location: 1.00 MI E OF SP 557 (Lat: 32.738200, Lng: -96.339264), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,495 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 22,840 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.669, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 26.3m (86.3ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504023, Location: 1.10 MI E OF SP 557 (Lat: 32.738136, Lng: -96.337394), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 18,495 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 22,840 (year 2033), Features Intersected: LAWRENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009504023, Location: 1.10 MI E OF SP 557 (Lat: 32.738136, Lng: -96.337394), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 18,495 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 22,840 (year 2033), Features Intersected: LAWRENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504024, Location: 1.50 MI E OF SPUR 557 (Lat: 32.737944, Lng: -96.330747), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,495 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 22,840 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.454, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009504024, Location: 1.50 MI E OF SPUR 557 (Lat: 32.737944, Lng: -96.330747), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,495 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 22,840 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.454, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504025, Location: 0.35 MI W OF SH 205 (Lat: 32.737244, Lng: -96.309136), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1937, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 8,713 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,420 (year 2033), Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009504025, Location: 0.35 MI W OF SH 205 (Lat: 32.737244, Lng: -96.309136), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1937, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 8,713 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,420 (year 2033), Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504026, Location: 0.50 MI E OF SH 205 (Lat: 32.738489, Lng: -96.295083), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 29,209 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 31,900 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.799, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009504026, Location: 0.50 MI E OF SH 205 (Lat: 32.738489, Lng: -96.295083), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 29,209 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 31,900 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.799, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504125, Location: 0.35 MI W OF SH 205 (Lat: 32.737339, Lng: -96.309131), Route carried "on" structure: US 80, Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 9,782 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,420 (year 2033), Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009504125, Location: 0.35 MI W OF SH 205 (Lat: 32.737339, Lng: -96.309131), Route carried "on" structure: US 80, Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 9,782 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,420 (year 2033), Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009504151, Location: 0.8 MI W OF FM 1392 (Lat: 32.738667, Lng: -96.356553), Route carried "on" structure: Spur State highway 557, Year Built: 1964, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: US 80 EB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.333, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.75m (48.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181300009504151, Location: 0.8 MI W OF FM 1392 (Lat: 32.738667, Lng: -96.356553), Route carried "on" structure: Spur State highway 557, Year Built: 1964, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: US 80 EB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.333, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.75m (48.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181300009504152, Location: 0.8 MI W OF FM 1392 (Lat: 32.738283, Lng: -96.356225), Route carried "on" structure: Spur State highway 557, Year Built: 1964, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: US 80 EB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.75m (48.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181300009504152, Location: 0.8 MI W OF FM 1392 (Lat: 32.738283, Lng: -96.356225), Route carried "on" structure: Spur State highway 557, Year Built: 1964, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: US 80 EB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.75m (48.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181300009504406, Location: INT of SH 34 & US 80 (Lat: 32.733633, Lng: -96.273267), Route carried "on" structure: State highway 34, Year Built: 2013, Status: Open, Structure Length: 34.23m (112.30ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HL 93, Features Intersected: US 80 UPRR GROVE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 181300009504406, Location: INT of SH 34 & US 80 (Lat: 32.733633, Lng: -96.273267), Route carried "on" structure: State highway 34, Year Built: 2013, Status: Open, Structure Length: 34.23m (112.30ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HL 93, Features Intersected: US 80 UPRR GROVE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 181300009505028, Location: 1.10 MI E OF SH 34 (Lat: 32.733517, Lng: -96.256631), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 12,325 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,420 (year 2033), Design Load: H 15, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.392, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009505028, Location: 1.10 MI E OF SH 34 (Lat: 32.733517, Lng: -96.256631), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 12,325 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,420 (year 2033), Design Load: H 15, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.392, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009505029, Location: 0.05 MI W OF FM 429 (Lat: 32.732217, Lng: -96.246739), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1938, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,856 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,710 (year 2033), Design Load: H 15, Features Intersected: KINGS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009505029, Location: 0.05 MI W OF FM 429 (Lat: 32.732217, Lng: -96.246739), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1938, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,856 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,710 (year 2033), Design Load: H 15, Features Intersected: KINGS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18130000950503, Location: 1.85 MI E OF FM 429 (Lat: 32.728306, Lng: -96.214567), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,029 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,850 (year 2035), Design Load: H 15, Features Intersected: HARDIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.399, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18130000950503, Location: 1.85 MI E OF FM 429 (Lat: 32.728306, Lng: -96.214567), Route carried "on" structure: US 80, Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,029 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,850 (year 2035), Design Load: H 15, Features Intersected: HARDIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.399, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009505059, Location: 1.0 MI E OF SH 34 (Lat: 32.733947, Lng: -96.258400), Route carried "on" structure: US 80, Year Built: 1923, Year Reconstructed: 1962, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,325 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 22,500 (year 2035), Features Intersected: KINGS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.237, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 27.3m (89.6ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009505059, Location: 1.0 MI E OF SH 34 (Lat: 32.733947, Lng: -96.258400), Route carried "on" structure: US 80, Year Built: 1923, Year Reconstructed: 1962, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,325 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 22,500 (year 2035), Features Intersected: KINGS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.237, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 27.3m (89.6ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009505131, Location: 0.05 MI W OF FM 429 (Lat: 32.732303, Lng: -96.246725), Route carried "on" structure: US 80, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 6,469 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,925 (year 2035), Design Load: HS 20, Features Intersected: KINGS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009505131, Location: 0.05 MI W OF FM 429 (Lat: 32.732303, Lng: -96.246725), Route carried "on" structure: US 80, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 6,469 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,925 (year 2035), Design Load: HS 20, Features Intersected: KINGS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009505201, Location: 0.45 MI E OF SH 34 S (Lat: 32.735331, Lng: -96.268889), Route carried "on" structure: US 80, Year Built: 1992, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,730 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 29,040 (year 2035), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.059, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300009505201, Location: 0.45 MI E OF SH 34 S (Lat: 32.735331, Lng: -96.268889), Route carried "on" structure: US 80, Year Built: 1992, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,730 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 29,040 (year 2035), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.059, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300009514375, Location: 5.30 MI W OF SH 34 (Lat: 32.701375, Lng: -96.358528), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 14,353 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 181300009514375, Location: 5.30 MI W OF SH 34 (Lat: 32.701375, Lng: -96.358528), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 14,353 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 181300009514376, Location: 5.30 MI W OF SH 34 (Lat: 32.701283, Lng: -96.358464), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 17,038 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
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: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 181300009514376, Location: 5.30 MI W OF SH 34 (Lat: 32.701283, Lng: -96.358464), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 17,038 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
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: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 181300009514377, Location: 0.25 MI W OF FM 148 (Lat: 32.715028, Lng: -96.330619), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 14,353 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TALTY RD & LTL BRUSHY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.293, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, 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-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very 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: Superior to present desirable criteria, Underclear: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 181300009514377, Location: 0.25 MI W OF FM 148 (Lat: 32.715028, Lng: -96.330619), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 14,353 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TALTY RD & LTL BRUSHY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.293, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, 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-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very 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: Superior to present desirable criteria, Underclear: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 181300009514378, Location: 0.25 MI W OF FM 148 (Lat: 32.714744, Lng: -96.330306), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 17,038 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TALTY RD & LTL BRUSHY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.348, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, 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-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.2m (59.7ft)
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: Better than present minimum criteria, Underclear: 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 181300009514378, Location: 0.25 MI W OF FM 148 (Lat: 32.714744, Lng: -96.330306), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 17,038 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,840 (year 2033), Design Load: HS 20, Features Intersected: TALTY RD & LTL BRUSHY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.348, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, 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-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.2m (59.7ft)
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: Better than present minimum criteria, Underclear: 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 181300009514379, Location: 0.95 MI W OF SP 557 (Lat: 32.715675, Lng: -96.325681), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 13,630 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,945 (year 2036), Design Load: HS 20, Features Intersected: FM 148
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.750, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181300009514379, Location: 0.95 MI W OF SP 557 (Lat: 32.715675, Lng: -96.325681), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 13,630 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,945 (year 2036), Design Load: HS 20, Features Intersected: FM 148
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.750, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18130000951438, Location: 0.95 MI W OF SP 557 (Lat: 32.715572, Lng: -96.325781), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 16,102 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,945 (year 2036), Design Load: HS 20, Features Intersected: FM 148
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.750, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18130000951438, Location: 0.95 MI W OF SP 557 (Lat: 32.715572, Lng: -96.325781), Route carried "on" structure: Interstate 20, Year Built: 1987, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 16,102 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 17,945 (year 2036), Design Load: HS 20, Features Intersected: FM 148
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.750, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181300009514381, Location: 0.95 MI E OF FM 148 (Lat: 32.714894, Lng: -96.310775), Route carried "on" structure: Ramp State highway 557, Year Built: 1987, Status: Open, Structure Length: 19.14m (62.80ft), Average Daily Traffic: 2,122 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 3,160 (year 2036), Design Load: HS 20, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181300009514381, Location: 0.95 MI E OF FM 148 (Lat: 32.714894, Lng: -96.310775), Route carried "on" structure: Ramp State highway 557, Year Built: 1987, Status: Open, Structure Length: 19.14m (62.80ft), Average Daily Traffic: 2,122 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 3,160 (year 2036), Design Load: HS 20, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181300009514382, Location: 0.03 MI W OF TALTY RD (Lat: 32.715572, Lng: -96.331111), Route carried "on" structure: ServiceState highway 20, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: LITTLE BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020
Structure Number: 181300009514382, Location: 0.03 MI W OF TALTY RD (Lat: 32.715572, Lng: -96.331111), Route carried "on" structure: ServiceState highway 20, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: LITTLE BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020
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Structure Number: 181300009514383, Location: 0.18 MI NW OF FM 148 (Lat: 32.715478, Lng: -96.330456), Route carried "on" structure: ServiceState highway 20, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 18%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: TRIB LITTLE BRUSHY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020
Structure Number: 181300009514383, Location: 0.18 MI NW OF FM 148 (Lat: 32.715478, Lng: -96.330456), Route carried "on" structure: ServiceState highway 20, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 18%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: TRIB LITTLE BRUSHY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020
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Structure Number: 181300017304057, Location: 0.18 MI N OF IH 20 (Lat: 32.703867, Lng: -96.275925), Route carried "on" structure: State highway 34, Year Built: 1954, Year Reconstructed: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20,908 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 19,500 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.724, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2020
Structure Number: 181300017304057, Location: 0.18 MI N OF IH 20 (Lat: 32.703867, Lng: -96.275925), Route carried "on" structure: State highway 34, Year Built: 1954, Year Reconstructed: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20,908 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 19,500 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.724, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2020
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Structure Number: 181300017304063, Location: 0.74 MI S OF IH 20 (Lat: 32.691997, Lng: -96.270411), Route carried "on" structure: State highway 34, Year Built: 1957, Year Reconstructed: 1998, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 10,536 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,300 (year 2033), Design Load: H 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300017304063, Location: 0.74 MI S OF IH 20 (Lat: 32.691997, Lng: -96.270411), Route carried "on" structure: State highway 34, Year Built: 1957, Year Reconstructed: 1998, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 10,536 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,300 (year 2033), Design Load: H 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18130001730501, Location: 1.40 MI N OF US 80 (Lat: 32.756339, Lng: -96.256869), Route carried "on" structure: State highway 34, Year Built: 2009, Status: Open, Structure Length: 48.77m (160.01ft), Average Daily Traffic: 7,255 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HL 93, Features Intersected: KINGS CREEK (BRIDGE 1)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 27.4m (89.9ft)
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: 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: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 18130001730501, Location: 1.40 MI N OF US 80 (Lat: 32.756339, Lng: -96.256869), Route carried "on" structure: State highway 34, Year Built: 2009, Status: Open, Structure Length: 48.77m (160.01ft), Average Daily Traffic: 7,255 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HL 93, Features Intersected: KINGS CREEK (BRIDGE 1)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 27.4m (89.9ft)
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: 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: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 181300017305027, Location: 1.75 MI N OF US 80 (Lat: 32.757561, Lng: -96.256339), Route carried "on" structure: State highway 34, Year Built: 2009, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 7,255 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HL 93, Features Intersected: KINGS CREEK (BRIDGE 2)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 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-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 27.4m (89.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 181300017305027, Location: 1.75 MI N OF US 80 (Lat: 32.757561, Lng: -96.256339), Route carried "on" structure: State highway 34, Year Built: 2009, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 7,255 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HL 93, Features Intersected: KINGS CREEK (BRIDGE 2)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 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-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 27.4m (89.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 181300017305066, Location: 2.35 MI NE OF US 80 (Lat: 32.764272, Lng: -96.256394), Route carried "on" structure: State highway 34, Year Built: 1957, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,382 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 7,980 (year 2028), Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300017305066, Location: 2.35 MI NE OF US 80 (Lat: 32.764272, Lng: -96.256394), Route carried "on" structure: State highway 34, Year Built: 1957, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,382 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 7,980 (year 2028), Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300017305067, Location: 3.45 MI NE OF US 80 (Lat: 32.775272, Lng: -96.243147), Route carried "on" structure: State highway 34, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,382 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 7,980 (year 2028), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2020
Structure Number: 181300017305067, Location: 3.45 MI NE OF US 80 (Lat: 32.775272, Lng: -96.243147), Route carried "on" structure: State highway 34, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,382 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 7,980 (year 2028), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2020
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Structure Number: 181300045102003, Location: 4.65 MI NW OF US 80 (Lat: 32.793889, Lng: -96.329958), Route carried "on" structure: State highway 205, Year Built: 1936, Year Reconstructed: 1967, Status: Posted for load, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 10,406 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,510 (year 2033), Design Load: H 15, Features Intersected: LITTLE HIGH POINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300045102003, Location: 4.65 MI NW OF US 80 (Lat: 32.793889, Lng: -96.329958), Route carried "on" structure: State highway 205, Year Built: 1936, Year Reconstructed: 1967, Status: Posted for load, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 10,406 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,510 (year 2033), Design Load: H 15, Features Intersected: LITTLE HIGH POINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300045102016, Location: 0.80 MI N OF US 80 (Lat: 32.748625, Lng: -96.305706), Route carried "on" structure: State highway 205, Year Built: 1959, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 17,215 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 19,950 (year 2033), Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300045102016, Location: 0.80 MI N OF US 80 (Lat: 32.748625, Lng: -96.305706), Route carried "on" structure: State highway 205, Year Built: 1959, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 17,215 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 19,950 (year 2033), Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300049501153, Location: 0.40 MI SE OF US 80 EB (Lat: 32.735667, Lng: -96.350953), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300049501153, Location: 0.40 MI SE OF US 80 EB (Lat: 32.735667, Lng: -96.350953), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300049501154, Location: 0.40 MI SE OF US 80 EB (Lat: 32.735583, Lng: -96.351000), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300049501154, Location: 0.40 MI SE OF US 80 EB (Lat: 32.735583, Lng: -96.351000), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: TERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300049501155, Location: 0.70 MI SE OF US 80 EB (Lat: 32.733272, Lng: -96.346394), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: LAWRENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300049501155, Location: 0.70 MI SE OF US 80 EB (Lat: 32.733272, Lng: -96.346394), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: LAWRENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300049501156, Location: 0.70 MI SE OF US 80 EB (Lat: 32.733194, Lng: -96.346447), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: LAWRENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300049501156, Location: 0.70 MI SE OF US 80 EB (Lat: 32.733194, Lng: -96.346447), Route carried "on" structure: State highway 557, Year Built: 1964, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 11,720 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 16,410 (year 2033), Design Load: HS 20, Features Intersected: LAWRENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300049501157, Location: 1.10 MI SE OF US 80 (Lat: 32.729961, Lng: -96.340194), Route carried "on" structure: City street 305, Year Built: 1964, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 20 (year 2036), Design Load: H 15, Features Intersected: SP 557, Facility Carried by Structure: LAS LOMAS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.422, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181300049501157, Location: 1.10 MI SE OF US 80 (Lat: 32.729961, Lng: -96.340194), Route carried "on" structure: City street 305, Year Built: 1964, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 20 (year 2036), Design Load: H 15, Features Intersected: SP 557, Facility Carried by Structure: LAS LOMAS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.422, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181300049501158, Location: 0.55 MI NW OF IH 20 (Lat: 32.720775, Lng: -96.319642), Route carried "on" structure: State highway 148, Year Built: 1964, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 16,376 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 14,740 (year 2033), Design Load: HS 20, Features Intersected: SP 557
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.549, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181300049501158, Location: 0.55 MI NW OF IH 20 (Lat: 32.720775, Lng: -96.319642), Route carried "on" structure: State highway 148, Year Built: 1964, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 16,376 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 14,740 (year 2033), Design Load: HS 20, Features Intersected: SP 557
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.549, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181300049501159, Location: 0.80 MI W OF FM 2578 (Lat: 32.712528, Lng: -96.300689), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,064 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 744 (year 2035), Design Load: H 15, Features Intersected: IH 20, Facility Carried by Structure: ROSEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.674, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181300049501159, Location: 0.80 MI W OF FM 2578 (Lat: 32.712528, Lng: -96.300689), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,064 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 744 (year 2035), Design Load: H 15, Features Intersected: IH 20, Facility Carried by Structure: ROSEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.674, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18130004950116, Location: 0.10 MI NE OF IH 20 (Lat: 32.713756, Lng: -96.299372), Route carried "on" structure: ServiceState highway 20, Year Built: 1964, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,064 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 250 (year 2030), Design Load: HS 20, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 18130004950116, Location: 0.10 MI NE OF IH 20 (Lat: 32.713756, Lng: -96.299372), Route carried "on" structure: ServiceState highway 20, Year Built: 1964, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,064 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 250 (year 2030), Design Load: HS 20, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020