Bridge Statistics for Garrison, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 200ft / 60.7mTotal length
- $107,000Total costs
- 51,015Total average daily traffic
- 11,272Total average daily truck traffic
- 72,360Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Garrison
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 11950-1959
- 31960-1969
- 91990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 41980-1989
- Bridge Condition - Deck
- 11.1%Very good
- 61.1%Good
- 27.8%Satisfactory
- Bridge Condition - Superstructure
- 5.6%Very good
- 16.7%Good
- 61.1%Satisfactory
- 11.1%Fair
- 5.6%Serious
- Bridge Condition - Substructure
- 5.6%Very good
- 5.6%Good
- 61.1%Satisfactory
- 27.8%Fair
- Bridge Condition - Channel
- 13.6%Good
- 68.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 102010017509027, Location: 0.05 MI SW OF SHELBY C/L (Lat: 31.856250, Lng: -94.463908), Route carried "on" structure: US 59, Year Built: 1937, Year Reconstructed: 1962, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 7,939 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,690 (year 2033), Design Load: H 15, Features Intersected: ATTOYAC RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102010017509027, Location: 0.05 MI SW OF SHELBY C/L (Lat: 31.856250, Lng: -94.463908), Route carried "on" structure: US 59, Year Built: 1937, Year Reconstructed: 1962, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 7,939 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,690 (year 2033), Design Load: H 15, Features Intersected: ATTOYAC RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102010070602017, Location: 7.2 MI S OF US 84 (Lat: 31.853747, Lng: -94.512169), Route carried "on" structure: State highway 95, Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,183 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2033), Design Load: H 15, Features Intersected: GOLONDRINA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.078, 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: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010070602017, Location: 7.2 MI S OF US 84 (Lat: 31.853747, Lng: -94.512169), Route carried "on" structure: State highway 95, Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,183 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2033), Design Load: H 15, Features Intersected: GOLONDRINA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.078, 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: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010189402007, Location: 3.15 MI S OF US 84 (Lat: 31.880275, Lng: -94.520242), Route carried "on" structure: State highway 1971, Year Built: 1961, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 590 (year 2033), Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 102010189402007, Location: 3.15 MI S OF US 84 (Lat: 31.880275, Lng: -94.520242), Route carried "on" structure: State highway 1971, Year Built: 1961, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 590 (year 2033), Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, 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: 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: Better than 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: 102010AA3282101, Location: 1.7 MI SW FROM FM 95 (Lat: 31.862494, Lng: -94.539911), Route carried "on" structure: County highway 3282, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 65 (year 2030), Features Intersected: GOLONDRINA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: Febuary 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3282101, Location: 1.7 MI SW FROM FM 95 (Lat: 31.862494, Lng: -94.539911), Route carried "on" structure: County highway 3282, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 65 (year 2030), Features Intersected: GOLONDRINA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: Febuary 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3284101, Location: 2.2 MI FROM INT OF FM 95 (Lat: 31.864122, Lng: -94.497681), Route carried "on" structure: County highway 3284, Year Built: 2002, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: GOLONDRINA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.791, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, 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: 4.5m (14.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3284101, Location: 2.2 MI FROM INT OF FM 95 (Lat: 31.864122, Lng: -94.497681), Route carried "on" structure: County highway 3284, Year Built: 2002, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: GOLONDRINA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.791, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, 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: 4.5m (14.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102010AA3286101, Location: 0.2 MI SE US 59 (Lat: 31.845928, Lng: -94.471206), Route carried "on" structure: County highway 3286, Year Built: 1998, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $2,000, Total Project Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102010AA3286101, Location: 0.2 MI SE US 59 (Lat: 31.845928, Lng: -94.471206), Route carried "on" structure: County highway 3286, Year Built: 1998, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $2,000, Total Project Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 111740017506028, Location: 0.1 MI S OF RUSK CO LINE (Lat: 31.844108, Lng: -94.475942), Route carried "on" structure: US 59, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,064 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 12,960 (year 2033), Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 111740017506028, Location: 0.1 MI S OF RUSK CO LINE (Lat: 31.844108, Lng: -94.475942), Route carried "on" structure: US 59, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,064 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 12,960 (year 2033), Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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
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Structure Number: 111740017507016, Location: 2.9 MI S OF RUSK CO LINE (Lat: 31.813217, Lng: -94.502850), Route carried "on" structure: US 59, Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 11,015 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 14,930 (year 2033), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.625, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 111740017507016, Location: 2.9 MI S OF RUSK CO LINE (Lat: 31.813217, Lng: -94.502850), Route carried "on" structure: US 59, Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 11,015 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 14,930 (year 2033), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.625, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 111740017507017, Location: 4.2 MI S OF RUSK CO LINE (Lat: 31.805019, Lng: -94.522667), Route carried "on" structure: US 59, Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 11,015 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 14,930 (year 2033), Design Load: H 15, Features Intersected: WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.740, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 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: 111740017507017, Location: 4.2 MI S OF RUSK CO LINE (Lat: 31.805019, Lng: -94.522667), Route carried "on" structure: US 59, Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 11,015 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 14,930 (year 2033), Design Load: H 15, Features Intersected: WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.740, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 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
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Structure Number: 111740070603002, Location: 002.7 MI SOUTH JCT US 59 (Lat: 31.777839, Lng: -94.490586), Route carried "on" structure: State highway 95, Year Built: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 373 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 440 (year 2033), Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020
Structure Number: 111740070603002, Location: 002.7 MI SOUTH JCT US 59 (Lat: 31.777839, Lng: -94.490586), Route carried "on" structure: State highway 95, Year Built: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 373 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 440 (year 2033), Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020
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Structure Number: 111740070603021, Location: 3.7 MI S OF US 59 (Lat: 31.764764, Lng: -94.481803), Route carried "on" structure: State highway 95, Year Built: 2018, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 500 (year 2036), Design Load: HL 93, Features Intersected: PARALLEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 111740070603021, Location: 3.7 MI S OF US 59 (Lat: 31.764764, Lng: -94.481803), Route carried "on" structure: State highway 95, Year Built: 2018, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 500 (year 2036), Design Load: HL 93, Features Intersected: PARALLEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 111740AA0192002, Location: 2.15 M S OF FM1087 (Lat: 31.811350, Lng: -94.543736), Route carried "on" structure: County highway 175, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 55 (year 2013), Average Future Daily Traffic: 75 (year 2033), Features Intersected: WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 111740AA0192002, Location: 2.15 M S OF FM1087 (Lat: 31.811350, Lng: -94.543736), Route carried "on" structure: County highway 175, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 55 (year 2013), Average Future Daily Traffic: 75 (year 2033), Features Intersected: WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 111740AA0199002, Location: 0.2 MI W FM 95 (Lat: 31.790436, Lng: -94.501656), Route carried "on" structure: County highway 274, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 158 (year 2018), Average Future Daily Traffic: 190 (year 2033), Features Intersected: WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 111740AA0199002, Location: 0.2 MI W FM 95 (Lat: 31.790436, Lng: -94.501656), Route carried "on" structure: County highway 274, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 158 (year 2018), Average Future Daily Traffic: 190 (year 2033), Features Intersected: WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 111740AA0199003, Location: 0.1 MI W FM 95 (Lat: 31.790047, Lng: -94.498903), Route carried "on" structure: County highway 274, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 158 (year 2018), Average Future Daily Traffic: 170 (year 2033), Features Intersected: WANDERS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 111740AA0199003, Location: 0.1 MI W FM 95 (Lat: 31.790047, Lng: -94.498903), Route carried "on" structure: County highway 274, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 158 (year 2018), Average Future Daily Traffic: 170 (year 2033), Features Intersected: WANDERS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 111740AA0208001, Location: 2.8 MI W US59 IN GARRISON (Lat: 31.814419, Lng: -94.530472), Route carried "on" structure: County highway 182, Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 55 (year 2013), Average Future Daily Traffic: 75 (year 2033), Features Intersected: TRIB OF WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 111740AA0208001, Location: 2.8 MI W US59 IN GARRISON (Lat: 31.814419, Lng: -94.530472), Route carried "on" structure: County highway 182, Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 55 (year 2013), Average Future Daily Traffic: 75 (year 2033), Features Intersected: TRIB OF WANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 111740AA0289001, Location: 0.7 MI E OF FM 95 (Lat: 31.781156, Lng: -94.481419), Route carried "on" structure: County highway 289, Year Built: 1998, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 55 (year 2013), Average Future Daily Traffic: 65 (year 2033), Features Intersected: WANDERS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 111740AA0289001, Location: 0.7 MI E OF FM 95 (Lat: 31.781156, Lng: -94.481419), Route carried "on" structure: County highway 289, Year Built: 1998, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 55 (year 2013), Average Future Daily Traffic: 65 (year 2033), Features Intersected: WANDERS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 112100017505026, Location: 5.10 MI SW OF SH 87 (Lat: 31.857500, Lng: -94.462631), Route carried "on" structure: US 59, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 21.03m (69.00ft), Average Daily Traffic: 8,392 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,690 (year 2035), Features Intersected: ATTOYAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.219, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 112100017505026, Location: 5.10 MI SW OF SH 87 (Lat: 31.857500, Lng: -94.462631), Route carried "on" structure: US 59, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 21.03m (69.00ft), Average Daily Traffic: 8,392 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,690 (year 2035), Features Intersected: ATTOYAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.219, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 112100AA0219001, Location: 1.55 MI W OF FM 415 (Lat: 31.808964, Lng: -94.429378), Route carried "on" structure: County highway 4117, Year Built: 1996, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 60 (year 2033), Features Intersected: ATTOYAC BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, 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: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 112100AA0219001, Location: 1.55 MI W OF FM 415 (Lat: 31.808964, Lng: -94.429378), Route carried "on" structure: County highway 4117, Year Built: 1996, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 60 (year 2033), Features Intersected: ATTOYAC BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, 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: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 112100AA0221004, Location: 0.1 MI NE OF END FM 2667 (Lat: 31.843239, Lng: -94.429411), Route carried "on" structure: County highway 4010, Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 226 (year 2020), Average Future Daily Traffic: 60 (year 2033), Features Intersected: BLACKWATER CREEK, Facility Carried by Structure: E LAKE TIMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 112100AA0221004, Location: 0.1 MI NE OF END FM 2667 (Lat: 31.843239, Lng: -94.429411), Route carried "on" structure: County highway 4010, Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 226 (year 2020), Average Future Daily Traffic: 60 (year 2033), Features Intersected: BLACKWATER CREEK, Facility Carried by Structure: E LAKE TIMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 112100AA0221005, Location: 0.2 Mi from End FM 2667 (Lat: 31.839883, Lng: -94.429172), Route carried "on" structure: County highway 4098, Year Built: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 210 (year 2013), Average Future Daily Traffic: 250 (year 2033), Features Intersected: BLACKWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 112100AA0221005, Location: 0.2 Mi from End FM 2667 (Lat: 31.839883, Lng: -94.429172), Route carried "on" structure: County highway 4098, Year Built: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 210 (year 2013), Average Future Daily Traffic: 250 (year 2033), Features Intersected: BLACKWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 112100AA0232001, Location: 0.5 MI SW FM 2667 (Lat: 31.854167, Lng: -94.440119), Route carried "on" structure: County highway 4778, Year Built: 1996, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 60 (year 2033), Features Intersected: HARDAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 112100AA0232001, Location: 0.5 MI SW FM 2667 (Lat: 31.854167, Lng: -94.440119), Route carried "on" structure: County highway 4778, Year Built: 1996, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 60 (year 2033), Features Intersected: HARDAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 112100AA0232002, Location: 0.65 MI SW OF FM 2667 (Lat: 31.853500, Lng: -94.442225), Route carried "on" structure: County highway 4778, Year Built: 1996, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 60 (year 2033), Features Intersected: HARDAGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 112100AA0232002, Location: 0.65 MI SW OF FM 2667 (Lat: 31.853500, Lng: -94.442225), Route carried "on" structure: County highway 4778, Year Built: 1996, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 60 (year 2033), Features Intersected: HARDAGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber