Bridge Statistics for Pleak, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 180ft / 54.6mTotal length
- $114,000Total costs
- 58,477Total average daily traffic
- 5,459Total average daily truck traffic
- 62,454Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pleak
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 51980-1989
- 31990-1999
- 42000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 63.6%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 9.1%Excellent
- 27.3%Very good
- 45.5%Good
- 18.2%Satisfactory
- Bridge Condition - Substructure
- 36.4%Very good
- 27.3%Good
- 18.2%Satisfactory
- 18.2%Poor
- Bridge Condition - Channel
- 9.5%Very good
- 38.1%Good
- 42.9%Satisfactory
- 9.5%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 120800018705426, Location: 1 MI NW of SH 36 (Lat: 29.489658, Lng: -95.833219), Route carried "on" structure: Spur State highway 10, Year Built: 2015, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 1,622 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,600 (year 2033), Design Load: HL 93, Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 6 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: 36.6m (120.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800018705426, Location: 1 MI NW of SH 36 (Lat: 29.489658, Lng: -95.833219), Route carried "on" structure: Spur State highway 10, Year Built: 2015, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 1,622 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,600 (year 2033), Design Load: HL 93, Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 6 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: 36.6m (120.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800018705427, Location: 1.0 MI NW of SH 36 (Lat: 29.489772, Lng: -95.833292), Route carried "on" structure: Spur State highway , Year Built: 2017, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,300 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2046), Design Load: HL 93, Features Intersected: Cottonwood Creek, Facility Carried by Structure: SPUR 10 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 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: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800018705427, Location: 1.0 MI NW of SH 36 (Lat: 29.489772, Lng: -95.833292), Route carried "on" structure: Spur State highway , Year Built: 2017, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,300 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2046), Design Load: HL 93, Features Intersected: Cottonwood Creek, Facility Carried by Structure: SPUR 10 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 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: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800018801002, Location: 2.75 MI S OF US 59 (Lat: 29.492731, Lng: -95.807336), Route carried "on" structure: State highway 36, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 9,296 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 8,860 (year 2033), Design Load: H 15, Features Intersected: SEABOURNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.0m (49.2ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800018801002, Location: 2.75 MI S OF US 59 (Lat: 29.492731, Lng: -95.807336), Route carried "on" structure: State highway 36, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 9,296 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 8,860 (year 2033), Design Load: H 15, Features Intersected: SEABOURNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.0m (49.2ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800018802003, Location: 0.40 MI N OF FM 361 (Lat: 29.468439, Lng: -95.816475), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 1960, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,090 (year 2033), Features Intersected: BIG CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.716, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, 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: 12.4m (40.7ft), Out-to-Out Width: 15.0m (49.2ft)
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, 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: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800018802003, Location: 0.40 MI N OF FM 361 (Lat: 29.468439, Lng: -95.816475), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 1960, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,090 (year 2033), Features Intersected: BIG CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.716, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, 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: 12.4m (40.7ft), Out-to-Out Width: 15.0m (49.2ft)
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, 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: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800018802004, Location: 0.05 MI N OF FM 361 (Lat: 29.463189, Lng: -95.818742), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 13,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,090 (year 2033), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.331, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800018802004, Location: 0.05 MI N OF FM 361 (Lat: 29.463189, Lng: -95.818742), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 13,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,090 (year 2033), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.331, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800018802023, Location: 3.90 MI S OF US 59 (Lat: 29.476417, Lng: -95.813047), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 2015, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 13,799 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,950 (year 2033), Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800018802023, Location: 3.90 MI S OF US 59 (Lat: 29.476417, Lng: -95.813047), Route carried "on" structure: State highway 36, Year Built: 1932, Year Reconstructed: 2015, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 13,799 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,950 (year 2033), Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0738001, Location: 0.85 MI NW OF FM 2977 (Lat: 29.490711, Lng: -95.768558), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2013), Average Future Daily Traffic: 120 (year 2033), Features Intersected: BIG CREEK TRIBUTARY, Facility Carried by Structure: POWERLINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: October 2021
Structure Number: 120800AA0738001, Location: 0.85 MI NW OF FM 2977 (Lat: 29.490711, Lng: -95.768558), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2013), Average Future Daily Traffic: 120 (year 2033), Features Intersected: BIG CREEK TRIBUTARY, Facility Carried by Structure: POWERLINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: October 2021
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Structure Number: 120800AA0740002, Location: 0.50 MI SE OF SH 36 (Lat: 29.494453, Lng: -95.789619), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 90 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2033), Features Intersected: BIG CREEK TRIBUTARY, Facility Carried by Structure: HAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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
Structure Number: 120800AA0740002, Location: 0.50 MI SE OF SH 36 (Lat: 29.494453, Lng: -95.789619), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 90 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2033), Features Intersected: BIG CREEK TRIBUTARY, Facility Carried by Structure: HAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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
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Structure Number: 120800AA0742001, Location: 0.15 MI NE OF FM 361 (Lat: 29.463183, Lng: -95.814408), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 100 (year 2033), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: KAMAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $19,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0742001, Location: 0.15 MI NE OF FM 361 (Lat: 29.463183, Lng: -95.814408), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 100 (year 2033), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: KAMAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $19,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0743001, Location: 0.00 MI SE OF SH 36 (Lat: 29.468717, Lng: -95.816217), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: FOSS CREEK, Facility Carried by Structure: KAMAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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: Concrete Cast-file-Place
Structure Number: 120800AA0743001, Location: 0.00 MI SE OF SH 36 (Lat: 29.468717, Lng: -95.816217), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: FOSS CREEK, Facility Carried by Structure: KAMAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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: Concrete Cast-file-Place
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Structure Number: 120800AA0746001, Location: 0.8 MI NW OF FM 2977 (Lat: 29.472950, Lng: -95.787750), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 580 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: PLEAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA0746001, Location: 0.8 MI NW OF FM 2977 (Lat: 29.472950, Lng: -95.787750), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 580 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: PLEAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800AA0946001, Location: 0.50 MI E OF HARTLEDGE (Lat: 29.496653, Lng: -95.829903), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 885 (year 2016), Average Future Daily Traffic: 500 (year 2033), Features Intersected: COON CREEK, Facility Carried by Structure: BAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA0946001, Location: 0.50 MI E OF HARTLEDGE (Lat: 29.496653, Lng: -95.829903), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 885 (year 2016), Average Future Daily Traffic: 500 (year 2033), Features Intersected: COON CREEK, Facility Carried by Structure: BAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800AA0955001, Location: 1.10 MI NW OF SH 36 (Lat: 29.444731, Lng: -95.844444), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 731 (year 2016), Average Future Daily Traffic: 1,000 (year 2033), Design Load: HL 93, Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: FOSTER SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 120800AA0955001, Location: 1.10 MI NW OF SH 36 (Lat: 29.444731, Lng: -95.844444), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 731 (year 2016), Average Future Daily Traffic: 1,000 (year 2033), Design Load: HL 93, Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: FOSTER SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 120800AA0962002, Location: 1.00 MI SE OF GERKEN RD (Lat: 29.468783, Lng: -95.832794), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 688 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 969 (year 2033), Design Load: HL 93, Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: FENSKE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA0962002, Location: 1.00 MI SE OF GERKEN RD (Lat: 29.468783, Lng: -95.832794), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 688 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 969 (year 2033), Design Load: HL 93, Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: FENSKE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800AA0963001, Location: 1.15 MI SE OF KUNZ RD (Lat: 29.467289, Lng: -95.843033), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2013), Average Future Daily Traffic: 150 (year 2033), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: REEH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, 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: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: 120800AA0963001, Location: 1.15 MI SE OF KUNZ RD (Lat: 29.467289, Lng: -95.843033), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2013), Average Future Daily Traffic: 150 (year 2033), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: REEH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, 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: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: 120800AA0964002, Location: 1.0MI SW OF GERKEN ROAD (Lat: 29.465042, Lng: -95.827747), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 100 (year 2033), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: SADDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0964002, Location: 1.0MI SW OF GERKEN ROAD (Lat: 29.465042, Lng: -95.827747), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 100 (year 2033), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: SADDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA1166001, Location: 0.15 MI SW OF OBERRENDER (Lat: 29.440981, Lng: -95.819875), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 150 (year 2009), Average Future Daily Traffic: 300 (year 2029), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: BOB WHITE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $14,000, Total Project Cost: $69,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA1166001, Location: 0.15 MI SW OF OBERRENDER (Lat: 29.440981, Lng: -95.819875), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 150 (year 2009), Average Future Daily Traffic: 300 (year 2029), Features Intersected: FAIRCHILDS CREEK TRIB, Facility Carried by Structure: BOB WHITE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $14,000, Total Project Cost: $69,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA2742123, Location: 0.10 MI W OF SH 36 (Lat: 29.496264, Lng: -95.809225), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,000 (year 2014), Average Future Daily Traffic: 1,000 (year 2040), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BRIARWOOD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: December 2021
Structure Number: 120800AA2742123, Location: 0.10 MI W OF SH 36 (Lat: 29.496264, Lng: -95.809225), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,000 (year 2014), Average Future Daily Traffic: 1,000 (year 2040), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BRIARWOOD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: December 2021
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Structure Number: 120800P07404001, Location: 0.10 MI SE OF SH 36 (Lat: 29.472369, Lng: -95.812619), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 140 (year 2013), Average Future Daily Traffic: 180 (year 2035), Features Intersected: FOSS CREEK, Facility Carried by Structure: TRINITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800P07404001, Location: 0.10 MI SE OF SH 36 (Lat: 29.472369, Lng: -95.812619), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 140 (year 2013), Average Future Daily Traffic: 180 (year 2035), Features Intersected: FOSS CREEK, Facility Carried by Structure: TRINITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present 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: 120800P07404002, Location: 0.80 MI E OF SH 36 (Lat: 29.471556, Lng: -95.802831), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 90 (year 2013), Average Future Daily Traffic: 125 (year 2035), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: TRINITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800P07404002, Location: 0.80 MI E OF SH 36 (Lat: 29.471556, Lng: -95.802831), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 90 (year 2013), Average Future Daily Traffic: 125 (year 2035), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: TRINITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800P09604001, Location: 0.60 MI SW OF GERKEN ROAD (Lat: 29.469772, Lng: -95.822650), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: FOSS CREEK, Facility Carried by Structure: SADDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: 120800P09604001, Location: 0.60 MI SW OF GERKEN ROAD (Lat: 29.469772, Lng: -95.822650), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: FOSS CREEK, Facility Carried by Structure: SADDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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