Bridge Statistics for Lake Bryan, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 230ft / 70.5mTotal length
- $881,000Total costs
- 127,216Total average daily traffic
- 15,977Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lake Bryan
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 51960-1969
- 11970-1979
- 91990-1999
- 52000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 87.5%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 43.8%Good
- 43.8%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 78.9%Satisfactory
- 21.1%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Satisfactory
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Structure Number: 170210004909043, Location: 0.5 MI NW OF FM 2818 (Lat: 30.731761, Lng: -96.432053), Route carried "on" structure: ServiceUS 190, Year Built: 1931, Year Reconstructed: 1955, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 20,450 (year 2013), Average Future Daily Traffic: 28,640 (year 2033), Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170210004909043, Location: 0.5 MI NW OF FM 2818 (Lat: 30.731761, Lng: -96.432053), Route carried "on" structure: ServiceUS 190, Year Built: 1931, Year Reconstructed: 1955, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 20,450 (year 2013), Average Future Daily Traffic: 28,640 (year 2033), Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 170210004909134, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747103, Lng: -96.455861), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 7,269 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,510 (year 2033), Design Load: HS 20, Features Intersected: OSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.058, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable 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: Bituminous
Structure Number: 170210004909134, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747103, Lng: -96.455861), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 7,269 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,510 (year 2033), Design Load: HS 20, Features Intersected: OSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.058, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable 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: Bituminous
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Structure Number: 170210004909135, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747050, Lng: -96.456525), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 14,030 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 11,510 (year 2033), Design Load: HS 20, Features Intersected: OSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.058, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable 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: Bituminous
Structure Number: 170210004909135, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747050, Lng: -96.456525), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 14,030 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 11,510 (year 2033), Design Load: HS 20, Features Intersected: OSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.058, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable 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: Bituminous
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Structure Number: 170210004909137, Location: 0.5 MI NW OF FM 2818 (Lat: 30.732106, Lng: -96.431342), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,050 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 12,670 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170210004909137, Location: 0.5 MI NW OF FM 2818 (Lat: 30.732106, Lng: -96.431342), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,050 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 12,670 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 170210004909138, Location: 0.5 MI NW OF FM 2818 (Lat: 30.732047, Lng: -96.431875), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,339 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 12,670 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170210004909138, Location: 0.5 MI NW OF FM 2818 (Lat: 30.732047, Lng: -96.431875), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,339 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 12,670 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 170210004909139, Location: 0.3 MI SE OF OSR (Lat: 30.744642, Lng: -96.452506), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 26,769 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 25,340 (year 2033), Design Load: HS 20, Features Intersected: ELM FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.504, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 170210004909139, Location: 0.3 MI SE OF OSR (Lat: 30.744642, Lng: -96.452506), Route carried "on" structure: US 190, Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 26,769 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 25,340 (year 2033), Design Load: HS 20, Features Intersected: ELM FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.504, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 170210047502083, Location: 3.0 MI NE OF US 190 (Lat: 30.784242, Lng: -96.431006), Route carried "on" structure: State highway 999, Year Built: 1962, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,258 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,650 (year 2033), Features Intersected: WALTERS CREEK, Facility Carried by Structure: OSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170210047502083, Location: 3.0 MI NE OF US 190 (Lat: 30.784242, Lng: -96.431006), Route carried "on" structure: State highway 999, Year Built: 1962, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,258 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,650 (year 2033), Features Intersected: WALTERS CREEK, Facility Carried by Structure: OSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 170210156001003, Location: 2.85 MI NE OF FM 50 (Lat: 30.694642, Lng: -96.505608), Route carried "on" structure: State highway 1687, Year Built: 1962, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 640 (year 2033), Design Load: H 15, Features Intersected: LITTLE BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.580, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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 desirable 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
Structure Number: 170210156001003, Location: 2.85 MI NE OF FM 50 (Lat: 30.694642, Lng: -96.505608), Route carried "on" structure: State highway 1687, Year Built: 1962, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 640 (year 2033), Design Load: H 15, Features Intersected: LITTLE BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.580, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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 desirable 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
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Structure Number: 170210156001004, Location: 2.7 MI NE OF FM 50 (Lat: 30.693828, Lng: -96.508258), Route carried "on" structure: State highway 1687, Year Built: 1962, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 640 (year 2033), Design Load: H 15, Features Intersected: RED SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, 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: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 170210156001004, Location: 2.7 MI NE OF FM 50 (Lat: 30.693828, Lng: -96.508258), Route carried "on" structure: State highway 1687, Year Built: 1962, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 640 (year 2033), Design Load: H 15, Features Intersected: RED SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, 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: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170210156001005, Location: 1.2 MI W OF FM 2818 (Lat: 30.685297, Lng: -96.438253), Route carried "on" structure: State highway 1687, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 346 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 770 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.975, 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: 4, 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: Febuary 2021
Structure Number: 170210156001005, Location: 1.2 MI W OF FM 2818 (Lat: 30.685297, Lng: -96.438253), Route carried "on" structure: State highway 1687, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 346 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 770 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.975, 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: 4, 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: Febuary 2021
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Structure Number: 170210156001006, Location: 1.3 MI W OF FM 2818 (Lat: 30.686253, Lng: -96.439519), Route carried "on" structure: State highway 1687, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 346 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 770 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.811, 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: 4, 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: Febuary 2021
Structure Number: 170210156001006, Location: 1.3 MI W OF FM 2818 (Lat: 30.686253, Lng: -96.439519), Route carried "on" structure: State highway 1687, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 346 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 770 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.811, 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: 4, 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: Febuary 2021
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Structure Number: 170210AA0286001, Location: 1.75 MI SW OF FM 1687 (Lat: 30.677358, Lng: -96.461389), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: THOMPSON CREEK TRIB, Facility Carried by Structure: BURT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 170210AA0286001, Location: 1.75 MI SW OF FM 1687 (Lat: 30.677358, Lng: -96.461389), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: THOMPSON CREEK TRIB, Facility Carried by Structure: BURT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170210AA0302004, Location: 0.38 MI NW OF FM 2818 (Lat: 30.712422, Lng: -96.433850), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2018), Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: THOMPSON CREEK TRIB, Facility Carried by Structure: MUMFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 170210AA0302004, Location: 0.38 MI NW OF FM 2818 (Lat: 30.712422, Lng: -96.433850), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2018), Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: THOMPSON CREEK TRIB, Facility Carried by Structure: MUMFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170210AA0303001, Location: 0.05 MI N OF OSR (Lat: 30.740808, Lng: -96.462289), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: ELM FORK CREEK, Facility Carried by Structure: OLD HEARNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 170210AA0303001, Location: 0.05 MI N OF OSR (Lat: 30.740808, Lng: -96.462289), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: ELM FORK CREEK, Facility Carried by Structure: OLD HEARNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 170210AA0305001, Location: 1.30 MI SW OF FM 1687 (Lat: 30.686708, Lng: -96.467706), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2018), Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: THOMPSON CREEK TRIB, Facility Carried by Structure: BRITTEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170210AA0305001, Location: 1.30 MI SW OF FM 1687 (Lat: 30.686708, Lng: -96.467706), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2018), Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: THOMPSON CREEK TRIB, Facility Carried by Structure: BRITTEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 171980004908066, Location: 5.0 MI S OF FM 2549 (Lat: 30.765833, Lng: -96.483108), Route carried "on" structure: US 190, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 14,985 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 13,300 (year 2031), Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.936, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 171980004908066, Location: 5.0 MI S OF FM 2549 (Lat: 30.765833, Lng: -96.483108), Route carried "on" structure: US 190, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 14,985 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 13,300 (year 2031), Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.936, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 171980004908157, Location: 5.0 MI S OF FM 2549 (Lat: 30.766269, Lng: -96.483517), Route carried "on" structure: US 190, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 13,388 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 23,020 (year 2033), Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.939, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 171980004908157, Location: 5.0 MI S OF FM 2549 (Lat: 30.766269, Lng: -96.483517), Route carried "on" structure: US 190, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 13,388 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 23,020 (year 2033), Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.939, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 171980AA0146002, Location: 3.0 MI NE OF FM 50 (Lat: 30.747111, Lng: -96.523381), Route carried "on" structure: County highway , Year Built: 1990, Year Reconstructed: 2002, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 40 (year 2035), Features Intersected: LITTLE BRAZOS RIVER, Facility Carried by Structure: MUMFRD-BENCHLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $24,000, Total Project Cost: $353,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 171980AA0146002, Location: 3.0 MI NE OF FM 50 (Lat: 30.747111, Lng: -96.523381), Route carried "on" structure: County highway , Year Built: 1990, Year Reconstructed: 2002, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 40 (year 2035), Features Intersected: LITTLE BRAZOS RIVER, Facility Carried by Structure: MUMFRD-BENCHLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $24,000, Total Project Cost: $353,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 171980AA0146003, Location: 5.0 MI E OF FM 50 (Lat: 30.743094, Lng: -96.497411), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 40 (year 2035), Features Intersected: CAMPBELLS CREEK, Facility Carried by Structure: MUMFRD-BENCHLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 171980AA0146003, Location: 5.0 MI E OF FM 50 (Lat: 30.743094, Lng: -96.497411), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 40 (year 2035), Features Intersected: CAMPBELLS CREEK, Facility Carried by Structure: MUMFRD-BENCHLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 171980AA0160001, Location: 2.2 MI NW OF SPUR 231 (Lat: 30.765161, Lng: -96.484911), Route carried "on" structure: County highway 201, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2029), Features Intersected: CAMPBELLS CREEK, Facility Carried by Structure: OLD HEARNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 171980AA0160001, Location: 2.2 MI NW OF SPUR 231 (Lat: 30.765161, Lng: -96.484911), Route carried "on" structure: County highway 201, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2029), Features Intersected: CAMPBELLS CREEK, Facility Carried by Structure: OLD HEARNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 171980AA0172002, Location: 1.6 MI NW OF OSR (Lat: 30.790453, Lng: -96.454756), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 250 (year 2029), Features Intersected: CAMPBELLS CREEK, Facility Carried by Structure: JACKRABBIT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 171980AA0172002, Location: 1.6 MI NW OF OSR (Lat: 30.790453, Lng: -96.454756), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 250 (year 2029), Features Intersected: CAMPBELLS CREEK, Facility Carried by Structure: JACKRABBIT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 170210004909134, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747103, Lng: -96.455861), Route carried "under" structure: State highway 999, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2013), Truck Traffic: 10%, Features Intersected: OSR, Facility Carried by Structure: US 190 WB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 14.495, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 170210004909134, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747103, Lng: -96.455861), Route carried "under" structure: State highway 999, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2013), Truck Traffic: 10%, Features Intersected: OSR, Facility Carried by Structure: US 190 WB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 14.495, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 170210004909135, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747050, Lng: -96.456525), Route carried "under" structure: State highway 999, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2013), Truck Traffic: 10%, Features Intersected: OSR, Facility Carried by Structure: US 190 EB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 14.495, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 170210004909135, Location: 2.28 MI NW OF FM 2818 (Lat: 30.747050, Lng: -96.456525), Route carried "under" structure: State highway 999, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2013), Truck Traffic: 10%, Features Intersected: OSR, Facility Carried by Structure: US 190 EB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 14.495, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)