Bridge Statistics for Mount Enterprise, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 223ft / 68.0mTotal length
- $217,000Total costs
- 47,622Total average daily traffic
- 14,468Total average daily truck traffic
- 67,590Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Enterprise
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 41940-1949
- 31950-1959
- 21960-1969
- 31980-1989
- 11990-1999
- 42000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 31960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 81.3%Good
- 12.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 56.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 21.7%Good
- 69.6%Satisfactory
- 4.3%Fair
- 4.3%Poor
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Structure Number: 102010012305057, Location: 2.50 MI W OF US 259 (Lat: 31.911750, Lng: -94.724014), Route carried "on" structure: US 84, Year Built: 1983, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 1,136 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,320 (year 2039), Design Load: HS 20, Features Intersected: E FORK ANGELINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010012305057, Location: 2.50 MI W OF US 259 (Lat: 31.911750, Lng: -94.724014), Route carried "on" structure: US 84, Year Built: 1983, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 1,136 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,320 (year 2039), Design Load: HS 20, Features Intersected: E FORK ANGELINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010012306047, Location: 0.60 MI E OF US 259 (Lat: 31.919669, Lng: -94.671733), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,583 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,890 (year 2033), Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 102010012306047, Location: 0.60 MI E OF US 259 (Lat: 31.919669, Lng: -94.671733), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,583 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,890 (year 2033), Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 10201001380505, Location: 13.4 MILES SOUTH OF US 79 (Lat: 31.965669, Lng: -94.704208), Route carried "on" structure: US 259, Year Built: 1947, Year Reconstructed: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,111 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 5,470 (year 2033), Design Load: H 20, Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.183, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10201001380505, Location: 13.4 MILES SOUTH OF US 79 (Lat: 31.965669, Lng: -94.704208), Route carried "on" structure: US 259, Year Built: 1947, Year Reconstructed: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,111 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 5,470 (year 2033), Design Load: H 20, Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.183, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010013805051, Location: 2.20 MI S OF US 84 (Lat: 31.887042, Lng: -94.681572), Route carried "on" structure: US 259, Year Built: 1947, Year Reconstructed: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,938 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 8,670 (year 2033), Design Load: H 20, Features Intersected: WOOTEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010013805051, Location: 2.20 MI S OF US 84 (Lat: 31.887042, Lng: -94.681572), Route carried "on" structure: US 259, Year Built: 1947, Year Reconstructed: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,938 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 8,670 (year 2033), Design Load: H 20, Features Intersected: WOOTEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010013805094, Location: 13.4 MI S OF US 79 (Lat: 31.965772, Lng: -94.703908), Route carried "on" structure: US 259, Year Built: 1986, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 5,470 (year 2033), Design Load: HS 20, Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.183, 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: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010013805094, Location: 13.4 MI S OF US 79 (Lat: 31.965772, Lng: -94.703908), Route carried "on" structure: US 259, Year Built: 1986, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 5,470 (year 2033), Design Load: HS 20, Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.183, 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: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010013805095, Location: 2.20 MI S OF US 84 (Lat: 31.887117, Lng: -94.681250), Route carried "on" structure: US 259, Year Built: 1987, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,131 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 8,670 (year 2033), Design Load: HS 20, Features Intersected: WOOTEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.353, 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: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010013805095, Location: 2.20 MI S OF US 84 (Lat: 31.887117, Lng: -94.681250), Route carried "on" structure: US 259, Year Built: 1987, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,131 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 8,670 (year 2033), Design Load: HS 20, Features Intersected: WOOTEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.353, 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: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010046201018, Location: 3.24 MI NE OF US 259 (Lat: 31.967711, Lng: -94.660267), Route carried "on" structure: State highway 315, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,234 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,180 (year 2033), Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010046201018, Location: 3.24 MI NE OF US 259 (Lat: 31.967711, Lng: -94.660267), Route carried "on" structure: State highway 315, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,234 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,180 (year 2033), Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010046201019, Location: 2.7 MI NE OF US 259 (Lat: 31.960344, Lng: -94.663772), Route carried "on" structure: State highway 315, Year Built: 1959, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 6,234 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,180 (year 2033), Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010046201019, Location: 2.7 MI NE OF US 259 (Lat: 31.960344, Lng: -94.663772), Route carried "on" structure: State highway 315, Year Built: 1959, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 6,234 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,180 (year 2033), Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010070602011, Location: 0.10 MI SE OF SH 315 (Lat: 31.969489, Lng: -94.657286), Route carried "on" structure: State highway 95, Year Built: 1940, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 411 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 530 (year 2033), Design Load: H 15, Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 102010070602011, Location: 0.10 MI SE OF SH 315 (Lat: 31.969489, Lng: -94.657286), Route carried "on" structure: State highway 95, Year Built: 1940, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 411 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 530 (year 2033), Design Load: H 15, Features Intersected: HAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 102010070602018, Location: 2.7 MI SE OF FM 1798 (Lat: 31.979819, Lng: -94.676058), Route carried "on" structure: State highway 95, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 421 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 460 (year 2033), Features Intersected: CLEAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010070602018, Location: 2.7 MI SE OF FM 1798 (Lat: 31.979819, Lng: -94.676058), Route carried "on" structure: State highway 95, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 421 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 460 (year 2033), Features Intersected: CLEAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010167002003, Location: 2.00 MI W OF US 259 (Lat: 31.937272, Lng: -94.731806), Route carried "on" structure: State highway 2496, Year Built: 1960, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 597 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,180 (year 2039), Features Intersected: E FORK ANGELINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.144, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010167002003, Location: 2.00 MI W OF US 259 (Lat: 31.937272, Lng: -94.731806), Route carried "on" structure: State highway 2496, Year Built: 1960, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 597 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,180 (year 2039), Features Intersected: E FORK ANGELINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.144, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010308401001, Location: 3.2 MI S OF US 84 (Lat: 31.879903, Lng: -94.723650), Route carried "on" structure: State highway 3055, Year Built: 1968, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 220 (year 2033), Design Load: H 15, Features Intersected: WOOTEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.169, 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: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010308401001, Location: 3.2 MI S OF US 84 (Lat: 31.879903, Lng: -94.723650), Route carried "on" structure: State highway 3055, Year Built: 1968, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 220 (year 2033), Design Load: H 15, Features Intersected: WOOTEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.169, 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: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3152001, Location: 0.2 MI E OF US 259 (Lat: 31.966381, Lng: -94.703503), Route carried "on" structure: County highway 3152, Year Built: 1920, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: HAM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010AA3152001, Location: 0.2 MI E OF US 259 (Lat: 31.966381, Lng: -94.703503), Route carried "on" structure: County highway 3152, Year Built: 1920, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: HAM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010AA3153101, Location: 0.4 MI S OF FM 95 (Lat: 31.969400, Lng: -94.671133), Route carried "on" structure: County highway 3153, Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 80 (year 2030), Features Intersected: HAM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3153101, Location: 0.4 MI S OF FM 95 (Lat: 31.969400, Lng: -94.671133), Route carried "on" structure: County highway 3153, Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 80 (year 2030), Features Intersected: HAM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3196102, Location: 1.7 MI SW OF CO RD 3198 (Lat: 31.892903, Lng: -94.655997), Route carried "on" structure: County highway 3196, Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 110 (year 2030), Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3196102, Location: 1.7 MI SW OF CO RD 3198 (Lat: 31.892903, Lng: -94.655997), Route carried "on" structure: County highway 3196, Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 110 (year 2030), Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3196103, Location: 0.9 MI S OF CR 3198 (Lat: 31.897544, Lng: -94.667128), Route carried "on" structure: County highway 3196, Year Built: 2013, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 60 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 250 (year 2030), Features Intersected: LAWLER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3196103, Location: 0.9 MI S OF CR 3198 (Lat: 31.897544, Lng: -94.667128), Route carried "on" structure: County highway 3196, Year Built: 2013, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 60 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 250 (year 2030), Features Intersected: LAWLER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3198001, Location: 0.2 MI S OF US 84 (Lat: 31.917681, Lng: -94.672747), Route carried "on" structure: County highway 3198, Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 335 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: GREEN NEAL BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $75,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010AA3198001, Location: 0.2 MI S OF US 84 (Lat: 31.917681, Lng: -94.672747), Route carried "on" structure: County highway 3198, Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 335 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: GREEN NEAL BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $75,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010AA3198102, Location: 1.3 MI SE OF US 84 (Lat: 31.907903, Lng: -94.658481), Route carried "on" structure: County highway 3198, Year Built: 1997, Year Reconstructed: 2017, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 434 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2030), Features Intersected: LAWLER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $3,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3198102, Location: 1.3 MI SE OF US 84 (Lat: 31.907903, Lng: -94.658481), Route carried "on" structure: County highway 3198, Year Built: 1997, Year Reconstructed: 2017, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 434 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2030), Features Intersected: LAWLER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $3,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3201101, Location: 0.32 MI S OF FM 2496 (Lat: 31.933825, Lng: -94.722589), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2036), Features Intersected: TALLEY BR, Facility Carried by Structure: CR 3201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3201101, Location: 0.32 MI S OF FM 2496 (Lat: 31.933825, Lng: -94.722589), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2036), Features Intersected: TALLEY BR, Facility Carried by Structure: CR 3201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3201102, Location: 0.82 MI S OF FM 2496 (Lat: 31.930942, Lng: -94.715403), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2036), Features Intersected: CEMETERY BR, Facility Carried by Structure: CR 3201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3201102, Location: 0.82 MI S OF FM 2496 (Lat: 31.930942, Lng: -94.715403), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2036), Features Intersected: CEMETERY BR, Facility Carried by Structure: CR 3201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3206101, Location: 1.5 MI NW OF US 84 (Lat: 31.920008, Lng: -94.723944), Route carried "on" structure: County highway 3206, Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 65 (year 2030), Features Intersected: E FORK ANGELINA RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3206101, Location: 1.5 MI NW OF US 84 (Lat: 31.920008, Lng: -94.723944), Route carried "on" structure: County highway 3206, Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 65 (year 2030), Features Intersected: E FORK ANGELINA RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3216101, Location: 0.6 MI W OF FM 3055 (Lat: 31.893969, Lng: -94.730514), Route carried "on" structure: County highway 3216, Year Built: 2000, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 65 (year 2030), Features Intersected: E FORK ANGELINA RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3216101, Location: 0.6 MI W OF FM 3055 (Lat: 31.893969, Lng: -94.730514), Route carried "on" structure: County highway 3216, Year Built: 2000, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 65 (year 2030), Features Intersected: E FORK ANGELINA RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 111740013806041, Location: 0.3 MI S OF RUSK CO LINE (Lat: 31.841231, Lng: -94.681161), Route carried "on" structure: US 259, Year Built: 1937, Year Reconstructed: 1967, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,527 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 16,050 (year 2033), Design Load: H 15, Features Intersected: BEECH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.444, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 111740013806041, Location: 0.3 MI S OF RUSK CO LINE (Lat: 31.841231, Lng: -94.681161), Route carried "on" structure: US 259, Year Built: 1937, Year Reconstructed: 1967, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,527 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 16,050 (year 2033), Design Load: H 15, Features Intersected: BEECH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.444, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous