Bridge Statistics for Longview, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 146Number of bridges
- 2,129ft / 649mTotal length
- $110,872,000Total costs
- 1,501,072Total average daily traffic
- 209,895Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Longview
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 121950-1959
- 501960-1969
- 261970-1979
- 211980-1989
- 181990-1999
- 82000-2009
- 72010-2019
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 21950-1959
- 01960-1969
- 11970-1979
- 41980-1989
- 101990-1999
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 5.4%Very good
- 67.6%Good
- 24.3%Satisfactory
- 2.7%Fair
- Bridge Condition - Superstructure
- 12.2%Very good
- 52.7%Good
- 32.4%Satisfactory
- 2.7%Fair
- Bridge Condition - Substructure
- 4.1%Very good
- 52.7%Good
- 39.2%Satisfactory
- 4.1%Fair
- Bridge Condition - Channel
- 30.8%Very good
- 60.7%Good
- 6.5%Satisfactory
- 1.9%Fair
- 0.9%Poor
- Bridge Condition - Culverts
- 43.6%Good
- 56.4%Satisfactory
Find on map >> Show street view
Structure Number: 100930009604017, Location: 1.05 MI NW OF US 271 (Lat: 32.542278, Lng: -94.959514), Route carried "on" structure: US 80, Year Built: 1933, Year Reconstructed: 1954, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 9,778 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,500 (year 2033), Features Intersected: GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930009604017, Location: 1.05 MI NW OF US 271 (Lat: 32.542278, Lng: -94.959514), Route carried "on" structure: US 80, Year Built: 1933, Year Reconstructed: 1954, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 9,778 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,500 (year 2033), Features Intersected: GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930009606052, Location: 0.10 MI W OF SH 31 (Lat: 32.500097, Lng: -94.754553), Route carried "on" structure: US 80, Year Built: 1937, Year Reconstructed: 1955, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 20,758 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 31,130 (year 2033), Design Load: H 15, Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.998, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930009606052, Location: 0.10 MI W OF SH 31 (Lat: 32.500097, Lng: -94.754553), Route carried "on" structure: US 80, Year Built: 1937, Year Reconstructed: 1955, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 20,758 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 31,130 (year 2033), Design Load: H 15, Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.998, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930009606053, Location: 0.70 MI W OF SH 300 (Lat: 32.505753, Lng: -94.780631), Route carried "on" structure: US 80, Year Built: 1937, Year Reconstructed: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,165 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 23,690 (year 2033), Design Load: H 15, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.426, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 24.0m (78.7ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930009606053, Location: 0.70 MI W OF SH 300 (Lat: 32.505753, Lng: -94.780631), Route carried "on" structure: US 80, Year Built: 1937, Year Reconstructed: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,165 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 23,690 (year 2033), Design Load: H 15, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.426, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 24.0m (78.7ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930013801071, Location: 1.60 MI NE OF IH 20 (Lat: 32.451322, Lng: -94.805914), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SABINE RIV REL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930013801071, Location: 1.60 MI NE OF IH 20 (Lat: 32.451322, Lng: -94.805914), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SABINE RIV REL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930013801072, Location: 2.05 MI NE OF IH 20 (Lat: 32.455433, Lng: -94.800208), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SABINE RIVER REL NO. 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.088, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930013801072, Location: 2.05 MI NE OF IH 20 (Lat: 32.455433, Lng: -94.800208), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SABINE RIVER REL NO. 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.088, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930013801073, Location: 2.80 MI NE OF IH 20 (Lat: 32.462333, Lng: -94.790525), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SABINE RIVER REL NO.4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Fair, 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930013801073, Location: 2.80 MI NE OF IH 20 (Lat: 32.462333, Lng: -94.790525), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SABINE RIVER REL NO.4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Fair, 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930013801074, Location: 3.45 MI NE OF IH 20 (Lat: 32.466522, Lng: -94.783417), Route carried "on" structure: State highway 31, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 30.33m (99.51ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: H 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.36m (99.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $14,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930013801074, Location: 3.45 MI NE OF IH 20 (Lat: 32.466522, Lng: -94.783417), Route carried "on" structure: State highway 31, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 30.33m (99.51ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: H 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.36m (99.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $14,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930013801075, Location: 0.55 MI S OF US 80 (Lat: 32.491694, Lng: -94.754844), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 12,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 17,140 (year 2033), Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930013801075, Location: 0.55 MI S OF US 80 (Lat: 32.491694, Lng: -94.754844), Route carried "on" structure: State highway 31, Year Built: 1961, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 12,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 17,140 (year 2033), Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930013801084, Location: 4.50 MI NE OF IH 20 (Lat: 32.478231, Lng: -94.768622), Route carried "on" structure: State highway 31, Year Built: 1975, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.923, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930013801084, Location: 4.50 MI NE OF IH 20 (Lat: 32.478231, Lng: -94.768622), Route carried "on" structure: State highway 31, Year Built: 1975, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.923, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930013801085, Location: 4.50 MI NE OF IH 20 (Lat: 32.477892, Lng: -94.768636), Route carried "on" structure: State highway 31, Year Built: 1975, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.881, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930013801085, Location: 4.50 MI NE OF IH 20 (Lat: 32.477892, Lng: -94.768636), Route carried "on" structure: State highway 31, Year Built: 1975, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.881, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1009300138011, Location: 3.45 MI NE OF IH 20 (Lat: 32.466736, Lng: -94.783533), Route carried "on" structure: State highway 31, Year Built: 1996, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.087, 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: 8, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 1009300138011, Location: 3.45 MI NE OF IH 20 (Lat: 32.466736, Lng: -94.783533), Route carried "on" structure: State highway 31, Year Built: 1996, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.087, 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: 8, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 100930013801103, Location: 0.55 MI S OF US 80 (Lat: 32.492161, Lng: -94.754950), Route carried "on" structure: State highway 31, Year Built: 1999, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 12,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 17,140 (year 2033), Design Load: HS 20, Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.039, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930013801103, Location: 0.55 MI S OF US 80 (Lat: 32.492161, Lng: -94.754950), Route carried "on" structure: State highway 31, Year Built: 1999, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 12,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 17,140 (year 2033), Design Load: HS 20, Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.039, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930013801278, Location: 1.40 MI NE OF IH 20 (Lat: 32.449586, Lng: -94.808772), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.048, 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: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930013801278, Location: 1.40 MI NE OF IH 20 (Lat: 32.449586, Lng: -94.808772), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.048, 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: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930013801279, Location: 1.60 MI NE OF IH 20 (Lat: 32.451500, Lng: -94.806125), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.375, 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: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930013801279, Location: 1.60 MI NE OF IH 20 (Lat: 32.451500, Lng: -94.806125), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.375, 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: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 10093001380128, Location: 2.05 MI NE OF IH 20 (Lat: 32.455689, Lng: -94.800511), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.077, 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: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10093001380128, Location: 2.05 MI NE OF IH 20 (Lat: 32.455689, Lng: -94.800511), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.077, 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: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930013801281, Location: 2.80 MI NE OF IH 20 (Lat: 32.462489, Lng: -94.790694), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.266, 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: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930013801281, Location: 2.80 MI NE OF IH 20 (Lat: 32.462489, Lng: -94.790694), Route carried "on" structure: State highway 31, Year Built: 2004, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,740 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 15,030 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER RELIEF NO 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.266, 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: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930013808082, Location: 0.45 MI N OF US 80 (Lat: 32.506956, Lng: -94.748208), Route carried "on" structure: Spur State highway 63, Year Built: 1971, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 17,163 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,710 (year 2033), Design Load: HS 20, Features Intersected: GUTHRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.072, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 100930013808082, Location: 0.45 MI N OF US 80 (Lat: 32.506956, Lng: -94.748208), Route carried "on" structure: Spur State highway 63, Year Built: 1971, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 17,163 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,710 (year 2033), Design Load: HS 20, Features Intersected: GUTHRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.072, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 100930013808098, Location: 0.3 MI N OF LOOP 281 (Lat: 32.545586, Lng: -94.754119), Route carried "on" structure: Spur State highway 63, Year Built: 1995, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 16,203 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 22,540 (year 2033), Design Load: HS 20, Features Intersected: OAK BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.725, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100930013808098, Location: 0.3 MI N OF LOOP 281 (Lat: 32.545586, Lng: -94.754119), Route carried "on" structure: Spur State highway 63, Year Built: 1995, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 16,203 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 22,540 (year 2033), Design Load: HS 20, Features Intersected: OAK BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.725, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 10093003920304, Location: 2.60 MI N OF US 80 (Lat: 32.537894, Lng: -94.724253), Route carried "on" structure: US 259, Year Built: 1979, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 7,855 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 17,340 (year 2033), Design Load: HS 20, Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.855, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10093003920304, Location: 2.60 MI N OF US 80 (Lat: 32.537894, Lng: -94.724253), Route carried "on" structure: US 259, Year Built: 1979, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 7,855 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 17,340 (year 2033), Design Load: HS 20, Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.855, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930039203041, Location: 2.60 MI N OF US 80 (Lat: 32.537767, Lng: -94.723875), Route carried "on" structure: US 259, Year Built: 1979, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 8,086 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 15,600 (year 2031), Design Load: HS 20, Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.880, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930039203041, Location: 2.60 MI N OF US 80 (Lat: 32.537767, Lng: -94.723875), Route carried "on" structure: US 259, Year Built: 1979, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 8,086 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 15,600 (year 2031), Design Load: HS 20, Features Intersected: SL 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.880, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930039208002, Location: 1.20 MI N OF US 80 (Lat: 32.517342, Lng: -94.739917), Route carried "on" structure: Spur State highway 502, Year Built: 1920, Year Reconstructed: 1979, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 10,136 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 13,960 (year 2033), Features Intersected: Guthrie Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 100930039208002, Location: 1.20 MI N OF US 80 (Lat: 32.517342, Lng: -94.739917), Route carried "on" structure: Spur State highway 502, Year Built: 1920, Year Reconstructed: 1979, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 10,136 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 13,960 (year 2033), Features Intersected: Guthrie Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 100930039208049, Location: 0.40 MI N OF LP 281 (Lat: 32.547233, Lng: -94.749236), Route carried "on" structure: Spur State highway 502, Year Built: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,902 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,150 (year 2033), Design Load: HS 20, Features Intersected: OAK BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.079, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: 100930039208049, Location: 0.40 MI N OF LP 281 (Lat: 32.547233, Lng: -94.749236), Route carried "on" structure: Spur State highway 502, Year Built: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,902 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,150 (year 2033), Design Load: HS 20, Features Intersected: OAK BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.079, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Find on map >> Show street view
Structure Number: 100930049507289, Location: 1.55 MI E OF FM 2087 (Lat: 32.433178, Lng: -94.760236), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 21.03m (69.00ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 100930049507289, Location: 1.55 MI E OF FM 2087 (Lat: 32.433178, Lng: -94.760236), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 21.03m (69.00ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 10093004950729, Location: 1.60 MI E OF FM 2087 (Lat: 32.432142, Lng: -94.759403), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 21.03m (69.00ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.499, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10093004950729, Location: 1.60 MI E OF FM 2087 (Lat: 32.432142, Lng: -94.759403), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 21.03m (69.00ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.499, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 100930049507291, Location: 1.50 MI W OF SH 322 (Lat: 32.437636, Lng: -94.744458), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.026, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930049507291, Location: 1.50 MI W OF SH 322 (Lat: 32.437636, Lng: -94.744458), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.026, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930049507292, Location: 1.50 MI W OF SH 322 (Lat: 32.437447, Lng: -94.744372), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.026, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930049507292, Location: 1.50 MI W OF SH 322 (Lat: 32.437447, Lng: -94.744372), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.026, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930049507293, Location: 0.80 MI W OF SH 322 (Lat: 32.441353, Lng: -94.733931), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.992, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930049507293, Location: 0.80 MI W OF SH 322 (Lat: 32.441353, Lng: -94.733931), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.992, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930049507294, Location: 0.80 MI W OF SH 322 (Lat: 32.441164, Lng: -94.733842), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.992, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930049507294, Location: 0.80 MI W OF SH 322 (Lat: 32.441164, Lng: -94.733842), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.992, 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: 13, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930049507295, Location: 0.35 MI W OF SH 322 (Lat: 32.443344, Lng: -94.728264), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL / UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507295, Location: 0.35 MI W OF SH 322 (Lat: 32.443344, Lng: -94.728264), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 14,404 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL / UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507296, Location: 0.35 MI W OF SH 322 (Lat: 32.443181, Lng: -94.728119), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL / UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507296, Location: 0.35 MI W OF SH 322 (Lat: 32.443181, Lng: -94.728119), Route carried "on" structure: Interstate 20, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 15,157 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 23,880 (year 2033), Design Load: HS 20, Features Intersected: SABINE RIVER REL / UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507297, Location: 0.20 MI W OF SH 322 (Lat: 32.444339, Lng: -94.723719), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 29,561 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 47,760 (year 2033), Design Load: HS 20, Features Intersected: IRON BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.992, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 100930049507297, Location: 0.20 MI W OF SH 322 (Lat: 32.444339, Lng: -94.723719), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 29,561 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 47,760 (year 2033), Design Load: HS 20, Features Intersected: IRON BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.992, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 100930049507298, Location: 0.75 MI W OF US 259 (Lat: 32.445692, Lng: -94.720586), Route carried "on" structure: State highway 322, Year Built: 1967, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,990 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 22,390 (year 2033), Design Load: HS 20, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.053, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507298, Location: 0.75 MI W OF US 259 (Lat: 32.445692, Lng: -94.720586), Route carried "on" structure: State highway 322, Year Built: 1967, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,990 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 22,390 (year 2033), Design Load: HS 20, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.053, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507299, Location: 0.30 MI E OF SH 322 (Lat: 32.447089, Lng: -94.716564), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2030), Design Load: HS 20, Features Intersected: IH 20, Facility Carried by Structure: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507299, Location: 0.30 MI E OF SH 322 (Lat: 32.447089, Lng: -94.716564), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2030), Design Load: HS 20, Features Intersected: IH 20, Facility Carried by Structure: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1009300495073, Location: 0.75 MI E OF SH 322 (Lat: 32.450014, Lng: -94.709378), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 17,824 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 23,000 (year 2033), Design Load: HS 20, Features Intersected: US 259 / SH 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1009300495073, Location: 0.75 MI E OF SH 322 (Lat: 32.450014, Lng: -94.709378), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 17,824 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 23,000 (year 2033), Design Load: HS 20, Features Intersected: US 259 / SH 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507301, Location: 0.75 MI E OF SH 322 (Lat: 32.449758, Lng: -94.709489), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 17,990 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 23,000 (year 2033), Design Load: HS 20, Features Intersected: US 259 / SH 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507301, Location: 0.75 MI E OF SH 322 (Lat: 32.449758, Lng: -94.709489), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 17,990 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 23,000 (year 2033), Design Load: HS 20, Features Intersected: US 259 / SH 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930064007022, Location: 3.25 MI SE OF US 259 (Lat: 32.607922, Lng: -94.706461), Route carried "on" structure: State highway 449, Year Built: 1964, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,656 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: H 15, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930064007022, Location: 3.25 MI SE OF US 259 (Lat: 32.607922, Lng: -94.706461), Route carried "on" structure: State highway 449, Year Built: 1964, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,656 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: H 15, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930176302299, Location: 0.5MI N OF FM 2275 INTER. (Lat: 32.561764, Lng: -94.835897), Route carried "on" structure: State highway 1845, Year Built: 2007, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,943 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,800 (year 2033), Design Load: HL 93, Features Intersected: HAWKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930176302299, Location: 0.5MI N OF FM 2275 INTER. (Lat: 32.561764, Lng: -94.835897), Route carried "on" structure: State highway 1845, Year Built: 2007, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,943 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,800 (year 2033), Design Load: HL 93, Features Intersected: HAWKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930176303005, Location: 0.30 MI NW OF IH 20 (Lat: 32.449908, Lng: -94.724281), Route carried "on" structure: State highway 281, Year Built: 1958, Year Reconstructed: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 21,024 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,350 (year 2033), Features Intersected: IRON BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.158, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930176303005, Location: 0.30 MI NW OF IH 20 (Lat: 32.449908, Lng: -94.724281), Route carried "on" structure: State highway 281, Year Built: 1958, Year Reconstructed: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 21,024 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,350 (year 2033), Features Intersected: IRON BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.158, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930176303006, Location: 1.60 MI SE OF SH 31 (Lat: 32.461783, Lng: -94.749697), Route carried "on" structure: State highway 281, Year Built: 1976, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,236 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,240 (year 2033), Design Load: HS 20, Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.097, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930176303006, Location: 1.60 MI SE OF SH 31 (Lat: 32.461783, Lng: -94.749697), Route carried "on" structure: State highway 281, Year Built: 1976, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,236 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,240 (year 2033), Design Load: HS 20, Features Intersected: GRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.097, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1009301763033, Location: 0.42 MI S OF SH 31 (Lat: 32.471583, Lng: -94.767150), Route carried "on" structure: State highway 281, Year Built: 2016, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 10,236 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 27,900 (year 2030), Design Load: HL 93, Features Intersected: UPRR/FM 2087
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.229, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 31.7m (104.0ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 1009301763033, Location: 0.42 MI S OF SH 31 (Lat: 32.471583, Lng: -94.767150), Route carried "on" structure: State highway 281, Year Built: 2016, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 10,236 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 27,900 (year 2030), Design Load: HL 93, Features Intersected: UPRR/FM 2087
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.229, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 31.7m (104.0ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 100930193101001, Location: 1.05 MI N OF IH 20 (Lat: 32.446808, Lng: -94.778069), Route carried "on" structure: State highway 2087, Year Built: 1956, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,367 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,920 (year 2033), Features Intersected: BULLHIDE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930193101001, Location: 1.05 MI N OF IH 20 (Lat: 32.446808, Lng: -94.778069), Route carried "on" structure: State highway 2087, Year Built: 1956, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,367 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,920 (year 2033), Features Intersected: BULLHIDE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930193101286, Location: 0.46MI N OF IH 20 NFR (Lat: 32.437689, Lng: -94.781047), Route carried "on" structure: State highway 2087, Year Built: 2017, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,367 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 100930193101286, Location: 0.46MI N OF IH 20 NFR (Lat: 32.437689, Lng: -94.781047), Route carried "on" structure: State highway 2087, Year Built: 2017, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,367 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels