Bridge Statistics for Trinidad, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 761ft / 232mTotal length
- $526,000Total costs
- 31,732Total average daily traffic
- 5,057Total average daily truck traffic
- 44,060Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Trinidad
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 51960-1969
- 31970-1979
- 11980-1989
- 12000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 63.6%Good
- 27.3%Satisfactory
- Bridge Condition - Superstructure
- 63.6%Good
- 36.4%Satisfactory
- Bridge Condition - Substructure
- 45.5%Good
- 54.5%Satisfactory
- Bridge Condition - Channel
- 33.3%Good
- 55.6%Satisfactory
- 11.1%Fair
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Structure Number: 101080016303014, Location: 1.60 MI E OF NAVARRO C/L (Lat: 32.152383, Lng: -96.076344), Route carried "on" structure: State highway 31, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 8,114 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,620 (year 2039), Features Intersected: CEDAR CREEK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.455, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016303014, Location: 1.60 MI E OF NAVARRO C/L (Lat: 32.152383, Lng: -96.076344), Route carried "on" structure: State highway 31, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 8,114 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,620 (year 2039), Features Intersected: CEDAR CREEK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.455, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080016303035, Location: 2.40 MI E OF NAVARRO C/L (Lat: 32.157222, Lng: -96.063764), Route carried "on" structure: State highway 31, Year Built: 1969, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 4,108 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,890 (year 2039), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.749, 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: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101080016303035, Location: 2.40 MI E OF NAVARRO C/L (Lat: 32.157222, Lng: -96.063764), Route carried "on" structure: State highway 31, Year Built: 1969, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 4,108 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,890 (year 2039), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.749, 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: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10108001630304, Location: 0.4 MI W OF SH 274 (Lat: 32.148408, Lng: -96.111783), Route carried "on" structure: State highway 31, Year Built: 1971, Status: Open, Structure Length: 113.08m (371.00ft), Average Daily Traffic: 3,723 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,910 (year 2039), Design Load: HS 20, Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 37, Length of Maximum Span: 94.5m (310.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: September 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10108001630304, Location: 0.4 MI W OF SH 274 (Lat: 32.148408, Lng: -96.111783), Route carried "on" structure: State highway 31, Year Built: 1971, Status: Open, Structure Length: 113.08m (371.00ft), Average Daily Traffic: 3,723 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,910 (year 2039), Design Load: HS 20, Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 37, Length of Maximum Span: 94.5m (310.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: September 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101080016303051, Location: 0.4 MI W OF SH 274 (Lat: 32.148072, Lng: -96.108475), Route carried "on" structure: State highway 31, Year Built: 1986, Status: Open, Structure Length: 61.11m (200.49ft), Average Daily Traffic: 3,737 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,870 (year 2039), Design Load: HS 20, Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 101080016303051, Location: 0.4 MI W OF SH 274 (Lat: 32.148072, Lng: -96.108475), Route carried "on" structure: State highway 31, Year Built: 1986, Status: Open, Structure Length: 61.11m (200.49ft), Average Daily Traffic: 3,737 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,870 (year 2039), Design Load: HS 20, Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 101080016303182, Location: 2.40 MI E OF NAVARRO C/L (Lat: 32.156697, Lng: -96.063297), Route carried "on" structure: State highway 31, Year Built: 2008, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,006 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,890 (year 2039), Design Load: HL 93, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 101080016303182, Location: 2.40 MI E OF NAVARRO C/L (Lat: 32.156697, Lng: -96.063297), Route carried "on" structure: State highway 31, Year Built: 2008, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,006 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,890 (year 2039), Design Load: HL 93, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.797, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 101080247601001, Location: 1.80 MI S OF SH 31 (Lat: 32.124425, Lng: -96.082183), Route carried "on" structure: State highway 1667, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 192 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 340 (year 2039), Design Load: H 15, Features Intersected: TXU CANAL N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.858, 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: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080247601001, Location: 1.80 MI S OF SH 31 (Lat: 32.124425, Lng: -96.082183), Route carried "on" structure: State highway 1667, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 192 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 340 (year 2039), Design Load: H 15, Features Intersected: TXU CANAL N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.858, 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: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080247601002, Location: 2.40 MI S OF SH 31 (Lat: 32.116383, Lng: -96.082250), Route carried "on" structure: State highway 1667, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 192 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 340 (year 2039), Design Load: H 15, Features Intersected: TXU CANAL S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2017, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $40,000, Total Project Cost: $169,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080247601002, Location: 2.40 MI S OF SH 31 (Lat: 32.116383, Lng: -96.082250), Route carried "on" structure: State highway 1667, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 192 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 340 (year 2039), Design Load: H 15, Features Intersected: TXU CANAL S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2017, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $40,000, Total Project Cost: $169,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101080247601003, Location: 4.30 MI S OF SH 31 (Lat: 32.091219, Lng: -96.076317), Route carried "on" structure: State highway 1667, Year Built: 1962, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 140 (year 2039), Design Load: H 15, Features Intersected: CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.898, 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: 5, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $79,000, Total Project Cost: $357,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101080247601003, Location: 4.30 MI S OF SH 31 (Lat: 32.091219, Lng: -96.076317), Route carried "on" structure: State highway 1667, Year Built: 1962, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 140 (year 2039), Design Load: H 15, Features Intersected: CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.898, 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: 5, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $79,000, Total Project Cost: $357,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181750016302038, Location: 18.8 MI E OF IH45 (Lat: 32.147914, Lng: -96.128778), Route carried "on" structure: State highway 31, Year Built: 1971, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 3,723 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 4,910 (year 2033), Design Load: H 20, Features Intersected: Abandoned RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181750016302038, Location: 18.8 MI E OF IH45 (Lat: 32.147914, Lng: -96.128778), Route carried "on" structure: State highway 31, Year Built: 1971, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 3,723 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 4,910 (year 2033), Design Load: H 20, Features Intersected: Abandoned RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181750016302039, Location: 18.8 MI E OF IH45 (Lat: 32.147697, Lng: -96.128881), Route carried "on" structure: State highway 31, Year Built: 1971, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 3,737 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 4,910 (year 2033), Design Load: H 20, Features Intersected: Abandoned RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181750016302039, Location: 18.8 MI E OF IH45 (Lat: 32.147697, Lng: -96.128881), Route carried "on" structure: State highway 31, Year Built: 1971, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 3,737 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 4,910 (year 2033), Design Load: H 20, Features Intersected: Abandoned RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 181750314701002, Location: 3.00 MI SW OF SH 31 (Lat: 32.117692, Lng: -96.165333), Route carried "on" structure: State highway 3096, Year Built: 1969, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 240 (year 2033), Design Load: H 15, Features Intersected: COW CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 181750314701002, Location: 3.00 MI SW OF SH 31 (Lat: 32.117692, Lng: -96.165333), Route carried "on" structure: State highway 3096, Year Built: 1969, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 240 (year 2033), Design Load: H 15, Features Intersected: COW CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place