Bridge Statistics for Willis, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 220ft / 66.8mTotal length
- 474,705Total average daily traffic
- 86,808Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Willis
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11940-1949
- 11960-1969
- 11980-1989
- 21990-1999
- 42000-2009
- 112010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 32010-2019
- Bridge Condition - Deck
- 20.0%Excellent
- 10.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Excellent
- 10.0%Very good
- 70.0%Good
- Bridge Condition - Substructure
- 20.0%Excellent
- 10.0%Very good
- 70.0%Good
- Bridge Condition - Channel
- 5.9%Very good
- 29.4%Good
- 52.9%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 81.8%Good
- 9.1%Satisfactory
- 9.1%Fair
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Structure Number: 121700011002002, Location: 0.8 MI S OF WALKER C/L (Lat: 30.498497, Lng: -95.489644), Route carried "on" structure: State highway 75, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,188 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,430 (year 2033), Design Load: H 15, Features Intersected: SMALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.8m (65.0ft)
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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 121700011002002, Location: 0.8 MI S OF WALKER C/L (Lat: 30.498497, Lng: -95.489644), Route carried "on" structure: State highway 75, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,188 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,430 (year 2033), Design Load: H 15, Features Intersected: SMALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.8m (65.0ft)
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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 121700011002003, Location: 3.50 MI N OF FM 1097 (Lat: 30.471828, Lng: -95.495508), Route carried "on" structure: State highway 75, Year Built: 1928, Year Reconstructed: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,571 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,010 (year 2033), Features Intersected: COPPER BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121700011002003, Location: 3.50 MI N OF FM 1097 (Lat: 30.471828, Lng: -95.495508), Route carried "on" structure: State highway 75, Year Built: 1928, Year Reconstructed: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,571 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,010 (year 2033), Features Intersected: COPPER BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 121700011002004, Location: 2.40 MI N OF FM 1097 (Lat: 30.456606, Lng: -95.492389), Route carried "on" structure: State highway 75, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,726 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 4,830 (year 2033), Design Load: H 15, Features Intersected: WEIRS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 121700011002004, Location: 2.40 MI N OF FM 1097 (Lat: 30.456606, Lng: -95.492389), Route carried "on" structure: State highway 75, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,726 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 4,830 (year 2033), Design Load: H 15, Features Intersected: WEIRS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 121700011002042, Location: 0.90 MI N OF FM 1097 (Lat: 30.437442, Lng: -95.484608), Route carried "on" structure: State highway 75, Year Built: 1941, Year Reconstructed: 2015, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,874 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,630 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.139, 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: 2, Length of Maximum Span: 3.4m (11.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121700011002042, Location: 0.90 MI N OF FM 1097 (Lat: 30.437442, Lng: -95.484608), Route carried "on" structure: State highway 75, Year Built: 1941, Year Reconstructed: 2015, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,874 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,630 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.139, 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: 2, Length of Maximum Span: 3.4m (11.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 121700067508212, Location: 2.10 MI N OF FM 830 (Lat: 30.421069, Lng: -95.491328), Route carried "on" structure: State highway 1097, Year Built: 2000, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 20,010 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 28,020 (year 2033), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.998, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.1m (85.6ft)
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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700067508212, Location: 2.10 MI N OF FM 830 (Lat: 30.421069, Lng: -95.491328), Route carried "on" structure: State highway 1097, Year Built: 2000, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 20,010 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 28,020 (year 2033), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.998, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.1m (85.6ft)
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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700067508236, Location: 1.10 Mi North of FM 1097 (Lat: 30.436175, Lng: -95.495714), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 211 (year 2014), Average Future Daily Traffic: 300 (year 2031), Design Load: HL 93, Features Intersected: IH 45, Facility Carried by Structure: Longstreet Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.102, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700067508236, Location: 1.10 Mi North of FM 1097 (Lat: 30.436175, Lng: -95.495714), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 211 (year 2014), Average Future Daily Traffic: 300 (year 2031), Design Load: HL 93, Features Intersected: IH 45, Facility Carried by Structure: Longstreet Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.102, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700067508237, Location: 2.45 MI North of FM 1097 (Lat: 30.455764, Lng: -95.495503), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,900 (year 2016), Average Future Daily Traffic: 4,800 (year 2036), Design Load: HL 93, Features Intersected: IH 45, Facility Carried by Structure: Calvary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.126, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700067508237, Location: 2.45 MI North of FM 1097 (Lat: 30.455764, Lng: -95.495503), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,900 (year 2016), Average Future Daily Traffic: 4,800 (year 2036), Design Load: HL 93, Features Intersected: IH 45, Facility Carried by Structure: Calvary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.126, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700067508238, Location: 3.95 MI North of FM 1097 (Lat: 30.478056, Lng: -95.495472), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 4,500 (year 2036), Design Load: HL 93, Features Intersected: IH 45, Facility Carried by Structure: Shepard Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.920, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700067508238, Location: 3.95 MI North of FM 1097 (Lat: 30.478056, Lng: -95.495472), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 4,500 (year 2036), Design Load: HL 93, Features Intersected: IH 45, Facility Carried by Structure: Shepard Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.920, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700067508239, Location: 10.0 MI N OF SH 105 (Lat: 30.457536, Lng: -95.496528), Route carried "on" structure: Interstate 45, Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 24,729 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 113,290 (year 2030), Features Intersected: WEIRS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121700067508239, Location: 10.0 MI N OF SH 105 (Lat: 30.457536, Lng: -95.496528), Route carried "on" structure: Interstate 45, Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 24,729 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 113,290 (year 2030), Features Intersected: WEIRS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 12170006750824, Location: 12.9 MI N OF SH 105 (Lat: 30.499831, Lng: -95.491661), Route carried "on" structure: Interstate 45, Year Built: 2012, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50,570 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 71,590 (year 2033), Features Intersected: WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.011, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 12170006750824, Location: 12.9 MI N OF SH 105 (Lat: 30.499831, Lng: -95.491661), Route carried "on" structure: Interstate 45, Year Built: 2012, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50,570 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 71,590 (year 2033), Features Intersected: WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.011, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121700067508241, Location: 12.9 MI N OF SH 105 (Lat: 30.499047, Lng: -95.491786), Route carried "on" structure: Interstate 45, Year Built: 2012, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50,570 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 71,590 (year 2033), Features Intersected: LITTLE CANEY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.922, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121700067508241, Location: 12.9 MI N OF SH 105 (Lat: 30.499047, Lng: -95.491786), Route carried "on" structure: Interstate 45, Year Built: 2012, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50,570 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 71,590 (year 2033), Features Intersected: LITTLE CANEY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.922, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121700067508242, Location: 10.0 MI N OF SH 105 (Lat: 30.457567, Lng: -95.495111), Route carried "on" structure: Interstate 45, Year Built: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 51,876 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 69,680 (year 2033), Features Intersected: WEIRS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.287, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121700067508242, Location: 10.0 MI N OF SH 105 (Lat: 30.457567, Lng: -95.495111), Route carried "on" structure: Interstate 45, Year Built: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 51,876 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 69,680 (year 2033), Features Intersected: WEIRS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.287, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121700125902007, Location: 1.10 MI E OF SH 75 (Lat: 30.431525, Lng: -95.464047), Route carried "on" structure: State highway 1097, Year Built: 1961, Year Reconstructed: 1980, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,867 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11,210 (year 2033), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 11.0m (36.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700125902007, Location: 1.10 MI E OF SH 75 (Lat: 30.431525, Lng: -95.464047), Route carried "on" structure: State highway 1097, Year Built: 1961, Year Reconstructed: 1980, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,867 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11,210 (year 2033), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 11.0m (36.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700125902013, Location: 3.95 MI NE OF SH 75 (Lat: 30.454792, Lng: -95.423631), Route carried "on" structure: State highway 1097, Year Built: 2005, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 7,867 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.3m (43.6ft), 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700125902013, Location: 3.95 MI NE OF SH 75 (Lat: 30.454792, Lng: -95.423631), Route carried "on" structure: State highway 1097, Year Built: 2005, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 7,867 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.3m (43.6ft), 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700AA0287316, Location: 1.9 MI W of SH 75 (Lat: 30.462950, Lng: -95.525639), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,740 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: Shepard Branch, Facility Carried by Structure: Calvary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, 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: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable 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: 121700AA0287316, Location: 1.9 MI W of SH 75 (Lat: 30.462950, Lng: -95.525639), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,740 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: Shepard Branch, Facility Carried by Structure: Calvary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, 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: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable 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: 121700AA0294316, Location: 1.7 MI W of FM 1488 (Lat: 30.481300, Lng: -95.519203), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 330 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: Shepard Branch, Facility Carried by Structure: Shepard Hill
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700AA0294316, Location: 1.7 MI W of FM 1488 (Lat: 30.481300, Lng: -95.519203), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 330 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: Shepard Branch, Facility Carried by Structure: Shepard Hill
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable 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
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Structure Number: 121700AA1076001, Location: 4.5 MI E OF SH 75 (Lat: 30.437900, Lng: -95.406842), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,421 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2034), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 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: High priority of corrective action, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700AA1076001, Location: 4.5 MI E OF SH 75 (Lat: 30.437900, Lng: -95.406842), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,421 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2034), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 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: High priority of corrective action, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700AA1297001, Location: 4.05 MI NE OF SH 75 (Lat: 30.477753, Lng: -95.456647), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2034), Features Intersected: LITTLE CANEY CREEK, Facility Carried by Structure: ROGERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.518, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700AA1297001, Location: 4.05 MI NE OF SH 75 (Lat: 30.477753, Lng: -95.456647), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2034), Features Intersected: LITTLE CANEY CREEK, Facility Carried by Structure: ROGERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.518, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700AA1297002, Location: 3.8 MI NE OF SH 75 (Lat: 30.473792, Lng: -95.456292), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2034), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: ROGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700AA1297002, Location: 3.8 MI NE OF SH 75 (Lat: 30.473792, Lng: -95.456292), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2034), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: ROGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700AA1714001, Location: 1.5 MI E OF FM 2432 (Lat: 30.427636, Lng: -95.447431), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,255 (year 2020), Average Future Daily Traffic: 2,500 (year 2035), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, 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: 121700AA1714001, Location: 1.5 MI E OF FM 2432 (Lat: 30.427636, Lng: -95.447431), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,255 (year 2020), Average Future Daily Traffic: 2,500 (year 2035), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, 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: 121700AA9997002, Location: 1.4 MI E OF SH 75 (Lat: 30.396250, Lng: -95.452250), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2030), Design Load: HL 93, Features Intersected: TRIB OF CRYSTAL CREEK, Facility Carried by Structure: SEVEN COVES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700AA9997002, Location: 1.4 MI E OF SH 75 (Lat: 30.396250, Lng: -95.452250), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2030), Design Load: HL 93, Features Intersected: TRIB OF CRYSTAL CREEK, Facility Carried by Structure: SEVEN COVES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700067508212, Location: 2.10 MI N OF FM 830 (Lat: 30.421000, Lng: -95.491300), Route carried "under" structure: Interstate 45, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 49,770 (year 2013), Truck Traffic: 23%, Features Intersected: IH 45, Facility Carried by Structure: FM 1097
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 35.240, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 121700067508212, Location: 2.10 MI N OF FM 830 (Lat: 30.421000, Lng: -95.491300), Route carried "under" structure: Interstate 45, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 49,770 (year 2013), Truck Traffic: 23%, Features Intersected: IH 45, Facility Carried by Structure: FM 1097
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 35.240, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 121700067508236, Location: 1.10 Mi North of FM 1097 (Lat: 30.436100, Lng: -95.495700), Route carried "under" structure: Interstate 45, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 49,770 (year 2013), Truck Traffic: 23%, Features Intersected: IH 45, Facility Carried by Structure: Longstreet Rd
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 37.102, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 121700067508236, Location: 1.10 Mi North of FM 1097 (Lat: 30.436100, Lng: -95.495700), Route carried "under" structure: Interstate 45, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 49,770 (year 2013), Truck Traffic: 23%, Features Intersected: IH 45, Facility Carried by Structure: Longstreet Rd
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 37.102, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 121700067508237, Location: 2.45 MI North of FM 1097 (Lat: 30.455700, Lng: -95.495500), Route carried "under" structure: Interstate 45, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 78,390 (year 2010), Truck Traffic: 20%, Features Intersected: IH 45, Facility Carried by Structure: Calvary Rd
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 39.126, Lanes on structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 121700067508237, Location: 2.45 MI North of FM 1097 (Lat: 30.455700, Lng: -95.495500), Route carried "under" structure: Interstate 45, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 78,390 (year 2010), Truck Traffic: 20%, Features Intersected: IH 45, Facility Carried by Structure: Calvary Rd
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 39.126, Lanes on structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 121700067508238, Location: 3.95 MI North of FM 1097 (Lat: 30.478000, Lng: -95.495400), Route carried "under" structure: Interstate 45, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 51,130 (year 2013), Truck Traffic: 18%, Features Intersected: IH 45, Facility Carried by Structure: Shepard Hill Road
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 41.920, Lanes on structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 121700067508238, Location: 3.95 MI North of FM 1097 (Lat: 30.478000, Lng: -95.495400), Route carried "under" structure: Interstate 45, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 51,130 (year 2013), Truck Traffic: 18%, Features Intersected: IH 45, Facility Carried by Structure: Shepard Hill Road
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 41.920, Lanes on structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)