Bridge Statistics for Noonday, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 413ft / 126mTotal length
- $28,000Total costs
- 42,888Total average daily traffic
- 3,242Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Noonday
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11960-1969
- 42000-2009
- 102010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 90.0%Good
- Bridge Condition - Superstructure
- 10.0%Very good
- 80.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 70.0%Good
- 10.0%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 18.2%Good
- 63.6%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 102120016404026, Location: AT HENDERSON CL (Lat: 32.315283, Lng: -95.452822), Route carried "on" structure: State highway 31, Year Built: 1946, Year Reconstructed: 1975, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 9,834 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 12,610 (year 2033), Design Load: H 20, Features Intersected: NECHES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120016404026, Location: AT HENDERSON CL (Lat: 32.315283, Lng: -95.452822), Route carried "on" structure: State highway 31, Year Built: 1946, Year Reconstructed: 1975, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 9,834 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 12,610 (year 2033), Design Load: H 20, Features Intersected: NECHES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, 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: 102120088903013, Location: 1.3 MI SE OF SH 155 (Lat: 32.211739, Lng: -95.395806), Route carried "on" structure: State highway 2868, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,834 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,400 (year 2033), Design Load: HS 20, Features Intersected: SALINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 102120088903013, Location: 1.3 MI SE OF SH 155 (Lat: 32.211739, Lng: -95.395806), Route carried "on" structure: State highway 2868, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,834 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,400 (year 2033), Design Load: HS 20, Features Intersected: SALINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 102120AA0168001, Location: 0.80 MI E OF SH 155 (Lat: 32.230083, Lng: -95.394761), Route carried "on" structure: County highway 168, Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,360 (year 2018), Average Future Daily Traffic: 1,500 (year 2035), Design Load: HS 20, Features Intersected: SALINE CREEK
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120AA0168001, Location: 0.80 MI E OF SH 155 (Lat: 32.230083, Lng: -95.394761), Route carried "on" structure: County highway 168, Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,360 (year 2018), Average Future Daily Traffic: 1,500 (year 2035), Design Load: HS 20, Features Intersected: SALINE CREEK
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102120AA1113001, Location: 3.20 MI SW OF SH 155 (Lat: 32.281994, Lng: -95.383533), Route carried "on" structure: County highway 1113, Year Built: 2019, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,960 (year 2009), Average Future Daily Traffic: 1,100 (year 2029), Design Load: HL 93, Features Intersected: Butler Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.369, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120AA1113001, Location: 3.20 MI SW OF SH 155 (Lat: 32.281994, Lng: -95.383533), Route carried "on" structure: County highway 1113, Year Built: 2019, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,960 (year 2009), Average Future Daily Traffic: 1,100 (year 2029), Design Load: HL 93, Features Intersected: Butler Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.369, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120AA1141101, Location: 0.50 MI N OF CR 1113 (Lat: 32.278961, Lng: -95.411147), Route carried "on" structure: County highway 1141, Year Built: 2002, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 220 (year 2015), Average Future Daily Traffic: 250 (year 2035), Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, 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: 13.1m (43.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120AA1141101, Location: 0.50 MI N OF CR 1113 (Lat: 32.278961, Lng: -95.411147), Route carried "on" structure: County highway 1141, Year Built: 2002, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 220 (year 2015), Average Future Daily Traffic: 250 (year 2035), Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, 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: 13.1m (43.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120TL0049035, Location: 3.8 MI W OF US 69 (Lat: 32.242056, Lng: -95.373514), Route carried "on" structure: Other road 49, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 240 (year 2011), Truck Traffic: 38%, Average Future Daily Traffic: 400 (year 2031), Design Load: HS 20, Features Intersected: SALINE CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.347, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 102120TL0049035, Location: 3.8 MI W OF US 69 (Lat: 32.242056, Lng: -95.373514), Route carried "on" structure: Other road 49, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 240 (year 2011), Truck Traffic: 38%, Average Future Daily Traffic: 400 (year 2031), Design Load: HS 20, Features Intersected: SALINE CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.347, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 102120TL0049036, Location: 4.3 MI W OF US 69 (Lat: 32.243436, Lng: -95.380814), Route carried "on" structure: Other road 49, Year Built: 2006, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 240 (year 2011), Truck Traffic: 38%, Average Future Daily Traffic: 400 (year 2031), Design Load: HS 25 or greater, Features Intersected: SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.027, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: 102120TL0049036, Location: 4.3 MI W OF US 69 (Lat: 32.243436, Lng: -95.380814), Route carried "on" structure: Other road 49, Year Built: 2006, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 240 (year 2011), Truck Traffic: 38%, Average Future Daily Traffic: 400 (year 2031), Design Load: HS 25 or greater, Features Intersected: SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.027, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable 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
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Structure Number: 102120TL0049037, Location: AT SH 155, SW OF TYLER (Lat: 32.249442, Lng: -95.390650), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: SH 155/SALINE CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.161, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120TL0049037, Location: AT SH 155, SW OF TYLER (Lat: 32.249442, Lng: -95.390650), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: SH 155/SALINE CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.161, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120TL0049038, Location: 0.95 MI NW OF SH 155 (Lat: 32.257078, Lng: -95.404014), Route carried "on" structure: County highway 196, Year Built: 2011, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2031), Design Load: HL 93, Features Intersected: TOLL 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.933, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120TL0049038, Location: 0.95 MI NW OF SH 155 (Lat: 32.257078, Lng: -95.404014), Route carried "on" structure: County highway 196, Year Built: 2011, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2031), Design Load: HL 93, Features Intersected: TOLL 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.933, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120TL0049039, Location: 4.45 MI S OF SH 31 (Lat: 32.266186, Lng: -95.408625), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: TAYLOR CR TR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.759, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120TL0049039, Location: 4.45 MI S OF SH 31 (Lat: 32.266186, Lng: -95.408625), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: TAYLOR CR TR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.759, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120TL004904, Location: 4.1 MI S OF SH 31 (Lat: 32.270558, Lng: -95.409956), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: CR 1113/TAYLOR CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120TL004904, Location: 4.1 MI S OF SH 31 (Lat: 32.270558, Lng: -95.409956), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: CR 1113/TAYLOR CR TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120TL0049041, Location: 3.6 MI S OF SH 31 (Lat: 32.278528, Lng: -95.410133), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: BUTLER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.143, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.0m (105.0ft), 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120TL0049041, Location: 3.6 MI S OF SH 31 (Lat: 32.278528, Lng: -95.410133), Route carried "on" structure: Other road 49, Year Built: 2012, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 1,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2033), Design Load: HL 93, Features Intersected: BUTLER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.143, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.0m (105.0ft), 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120TL0049042, Location: 2.95 MI N of SH 155 (Lat: 32.285547, Lng: -95.410531), Route carried "on" structure: County highway 1130, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2031), Design Load: HL 93, Features Intersected: TOLL 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120TL0049042, Location: 2.95 MI N of SH 155 (Lat: 32.285547, Lng: -95.410531), Route carried "on" structure: County highway 1130, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2031), Design Load: HL 93, Features Intersected: TOLL 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120TL0049037, Location: AT SH 155, SW OF TYLER, Route carried "under" structure: State highway 155, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2013), Truck Traffic: 5%, Features Intersected: SH 155/SALINE CR TR, Facility Carried by Structure: TOLL 49
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 28.530, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 28.530, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 102120TL0049038, Location: 0.95 MI NW OF SH 155 (Lat: 32.257078, Lng: -95.404014), Route carried "under" structure: Other road 49, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2013), Features Intersected: TOLL 49, Facility Carried by Structure: CR 196
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 41.669, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 102120TL0049038, Location: 0.95 MI NW OF SH 155 (Lat: 32.257078, Lng: -95.404014), Route carried "under" structure: Other road 49, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2013), Features Intersected: TOLL 49, Facility Carried by Structure: CR 196
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 41.669, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 102120TL0049042, Location: 2.95 MI N of SH 155 (Lat: 32.285547, Lng: -95.410531), Route carried "under" structure: Other road 49, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2013), Features Intersected: TOLL 49, Facility Carried by Structure: CR 1130
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 44.762, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 102120TL0049042, Location: 2.95 MI N of SH 155 (Lat: 32.285547, Lng: -95.410531), Route carried "under" structure: Other road 49, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2013), Features Intersected: TOLL 49, Facility Carried by Structure: CR 1130
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 44.762, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)