Bridge Statistics for Hideaway, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 105ft / 31.6mTotal length
- $153,000Total costs
- 148,245Total average daily traffic
- 36,986Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hideaway
- No street view available for this location
- New bridges - historical statistics
- 31940-1949
- 61960-1969
- 11990-1999
- 32010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Channel
- 14.3%Very good
- 71.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Satisfactory
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Structure Number: 102120042905059, Location: 1.5 mi NE of IH20 (Lat: 32.486619, Lng: -95.439256), Route carried "on" structure: US 849, Year Built: 2018, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 3,318 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 5,500 (year 2045), 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: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.9m (52.2ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 102120042905059, Location: 1.5 mi NE of IH20 (Lat: 32.486619, Lng: -95.439256), Route carried "on" structure: US 849, Year Built: 2018, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 3,318 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 5,500 (year 2045), 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: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.9m (52.2ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 102120049504052, Location: 0.5 MI E OF SH 110 (Lat: 32.482472, Lng: -95.514639), Route carried "on" structure: Interstate 20, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 38,112 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 37,710 (year 2039), Design Load: HS 20, Features Intersected: ALLEN BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120049504052, Location: 0.5 MI E OF SH 110 (Lat: 32.482472, Lng: -95.514639), Route carried "on" structure: Interstate 20, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 38,112 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 37,710 (year 2039), Design Load: HS 20, Features Intersected: ALLEN BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102120049504053, Location: 0.8 MI E OF SH 110 (Lat: 32.481817, Lng: -95.509036), Route carried "on" structure: Interstate 20, Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 38,112 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 37,710 (year 2039), Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.235, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $63,000, Total Project Cost: $137,000
Structure Number: 102120049504053, Location: 0.8 MI E OF SH 110 (Lat: 32.481817, Lng: -95.509036), Route carried "on" structure: Interstate 20, Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 38,112 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 37,710 (year 2039), Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.235, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $63,000, Total Project Cost: $137,000
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Structure Number: 102120049504054, Location: 2.1 MI E OF SH 110 (Lat: 32.478700, Lng: -95.487794), Route carried "on" structure: County highway 438, Year Built: 1961, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 129 (year 2019), Average Future Daily Traffic: 220 (year 2039), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120049504054, Location: 2.1 MI E OF SH 110 (Lat: 32.478700, Lng: -95.487794), Route carried "on" structure: County highway 438, Year Built: 1961, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 129 (year 2019), Average Future Daily Traffic: 220 (year 2039), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120049504055, Location: 3.4 MI E OF SH 110 (Lat: 32.471658, Lng: -95.466425), Route carried "on" structure: County highway 434, Year Built: 1962, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 220 (year 2039), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120049504055, Location: 3.4 MI E OF SH 110 (Lat: 32.471658, Lng: -95.466425), Route carried "on" structure: County highway 434, Year Built: 1962, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 220 (year 2039), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120050502015, Location: 1.1 MI SE OF IH 20 (Lat: 32.473267, Lng: -95.511533), Route carried "on" structure: State highway 110, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,370 (year 2039), Design Load: H 15, Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.803, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120050502015, Location: 1.1 MI SE OF IH 20 (Lat: 32.473267, Lng: -95.511533), Route carried "on" structure: State highway 110, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,370 (year 2039), Design Load: H 15, Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.803, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102120052204016, Location: 1.7 MI E OF FM 1253 (Lat: 32.516611, Lng: -95.518292), Route carried "on" structure: State highway 16, Year Built: 1948, Year Reconstructed: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,553 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,550 (year 2033), Design Load: H 15, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.833, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052204016, Location: 1.7 MI E OF FM 1253 (Lat: 32.516611, Lng: -95.518292), Route carried "on" structure: State highway 16, Year Built: 1948, Year Reconstructed: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,553 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,550 (year 2033), Design Load: H 15, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.833, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft)
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: 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, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102120052204017, Location: 5.9 MI E OF FM 1253 (Lat: 32.512533, Lng: -95.458983), Route carried "on" structure: State highway 16, Year Built: 1948, Year Reconstructed: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,553 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,550 (year 2033), Design Load: H 15, Features Intersected: Hubbard Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 17.5m (57.4ft)
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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120052204017, Location: 5.9 MI E OF FM 1253 (Lat: 32.512533, Lng: -95.458983), Route carried "on" structure: State highway 16, Year Built: 1948, Year Reconstructed: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,553 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,550 (year 2033), Design Load: H 15, Features Intersected: Hubbard Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 17.5m (57.4ft)
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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102120052204039, Location: 2.6 MI W OF US 69 (Lat: 32.511081, Lng: -95.453653), Route carried "on" structure: State highway 16, Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 5,555 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,710 (year 2033), Design Load: HS 20, Features Intersected: HUBBARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120052204039, Location: 2.6 MI W OF US 69 (Lat: 32.511081, Lng: -95.453653), Route carried "on" structure: State highway 16, Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 5,555 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,710 (year 2033), Design Load: HS 20, Features Intersected: HUBBARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120AA0481001, Location: 1.6 MI N. of FM 16 (Lat: 32.539206, Lng: -95.483689), Route carried "on" structure: County highway 481, Year Built: 2015, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 75 (year 2035), Design Load: HL 93, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120AA0481001, Location: 1.6 MI N. of FM 16 (Lat: 32.539206, Lng: -95.483689), Route carried "on" structure: County highway 481, Year Built: 2015, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 75 (year 2035), Design Load: HL 93, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120042905059, Location: 1.5 mi NE of IH20 (Lat: 32.486619, Lng: -95.439256), Route carried "under" structure: Other road 49, Year Built: 2018, Structure Length: 0. m, Features Intersected: Toll 49
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 102120042905059, Location: 1.5 mi NE of IH20 (Lat: 32.486619, Lng: -95.439256), Route carried "under" structure: Other road 49, Year Built: 2018, Structure Length: 0. m, Features Intersected: Toll 49
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 102120049504054, Location: 2.1 MI E OF SH 110 (Lat: 32.478700, Lng: -95.487794), Route carried "under" structure: Interstate 20, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 26,940 (year 2019), Truck Traffic: 27%, Features Intersected: IH 20, Facility Carried by Structure: CR 438
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 10.271, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 102120049504054, Location: 2.1 MI E OF SH 110 (Lat: 32.478700, Lng: -95.487794), Route carried "under" structure: Interstate 20, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 26,940 (year 2019), Truck Traffic: 27%, Features Intersected: IH 20, Facility Carried by Structure: CR 438
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 10.271, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 102120049504055, Location: 3.4 MI E OF SH 110 (Lat: 32.471658, Lng: -95.466425), Route carried "under" structure: Interstate 20, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 30,320 (year 2019), Truck Traffic: 26%, Features Intersected: IH 20, Facility Carried by Structure: CR 434
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 12.416, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 102120049504055, Location: 3.4 MI E OF SH 110 (Lat: 32.471658, Lng: -95.466425), Route carried "under" structure: Interstate 20, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 30,320 (year 2019), Truck Traffic: 26%, Features Intersected: IH 20, Facility Carried by Structure: CR 434
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 12.416, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)