Bridge Statistics for Spring, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21970-1979
- 341980-1989
- 131990-1999
- 122000-2009
- 272010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 102010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 59.6%Good
- 15.4%Satisfactory
- Bridge Condition - Superstructure
- 36.5%Very good
- 59.6%Good
- 3.8%Satisfactory
- Bridge Condition - Substructure
- 9.6%Very good
- 67.3%Good
- 21.2%Satisfactory
- 1.9%Fair
- Bridge Condition - Channel
- 28.9%Very good
- 57.9%Good
- 13.2%Satisfactory
- Bridge Condition - Culverts
- 90.0%Good
- 10.0%Satisfactory
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Structure Number: 121020TOL040201, Location: 0.9 MI SE OF IH 45 (Lat: 30.099431, Lng: -95.421442), Route carried "on" structure: Other road 548, Year Built: 1989, Status: Open, Structure Length: 42.67m (139.99ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: UP RR & HARDY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 26.8m (87.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 28.1m (92.2ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040201, Location: 0.9 MI SE OF IH 45 (Lat: 30.099431, Lng: -95.421442), Route carried "on" structure: Other road 548, Year Built: 1989, Status: Open, Structure Length: 42.67m (139.99ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: UP RR & HARDY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 26.8m (87.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 28.1m (92.2ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040202, Location: 4.5 MI N OF FM 1960 (Lat: 30.087503, Lng: -95.412694), Route carried "on" structure: Other road 548, Year Built: 1989, Year Reconstructed: 2016, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: RILEY FUZZEL RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.185, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 36.0m (118.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 37.7m (123.7ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040202, Location: 4.5 MI N OF FM 1960 (Lat: 30.087503, Lng: -95.412694), Route carried "on" structure: Other road 548, Year Built: 1989, Year Reconstructed: 2016, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: RILEY FUZZEL RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.185, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 36.0m (118.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 37.7m (123.7ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040203, Location: 3.7 MI N OF FM 1960 (Lat: 30.076136, Lng: -95.410997), Route carried "on" structure: Other road 548, Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: LEXINGTON WOODS, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.360, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.7m (113.8ft), Skew: 31 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: 21.3m (69.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.1m (118.4ft)
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: Meets minimum limits, 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: 121020TOL040203, Location: 3.7 MI N OF FM 1960 (Lat: 30.076136, Lng: -95.410997), Route carried "on" structure: Other road 548, Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: LEXINGTON WOODS, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.360, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.7m (113.8ft), Skew: 31 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: 21.3m (69.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.1m (118.4ft)
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: Meets minimum limits, 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: 121020TOL040204, Location: 3.6 MI N OF FM 1960 (Lat: 30.074506, Lng: -95.411350), Route carried "on" structure: Other road 548, Year Built: 1990, Year Reconstructed: 2016, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: ALDINE-WESTFIELD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.537, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.7m (113.8ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040204, Location: 3.6 MI N OF FM 1960 (Lat: 30.074506, Lng: -95.411350), Route carried "on" structure: Other road 548, Year Built: 1990, Year Reconstructed: 2016, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: ALDINE-WESTFIELD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.537, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.7m (113.8ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040205, Location: 0.4 MI N OF FM 1960 (Lat: 30.033339, Lng: -95.406436), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2016, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK RELIEF, Facility Carried by Structure: HARDY TOLL RD SBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.413, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020TOL040205, Location: 0.4 MI N OF FM 1960 (Lat: 30.033339, Lng: -95.406436), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2016, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK RELIEF, Facility Carried by Structure: HARDY TOLL RD SBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.413, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020TOL040206, Location: 0.4 MI N OF FM 1960 (Lat: 30.033389, Lng: -95.406122), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK RELIEF, Facility Carried by Structure: HARDY TOLL RD NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.413, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.6m (57.7ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020TOL040206, Location: 0.4 MI N OF FM 1960 (Lat: 30.033389, Lng: -95.406122), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK RELIEF, Facility Carried by Structure: HARDY TOLL RD NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.413, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.6m (57.7ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020TOL040207, Location: 0.3 MI N OF FM 1960 (Lat: 30.031117, Lng: -95.405781), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 2,500 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: HARDY TOLL RD SBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.542, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020TOL040207, Location: 0.3 MI N OF FM 1960 (Lat: 30.031117, Lng: -95.405781), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 2,500 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: HARDY TOLL RD SBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.542, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020TOL040208, Location: 1.0 MI N OF FM 1960 (Lat: 30.042378, Lng: -95.407558), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 62.70m (205.71ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: UP RR & HARDY RD NB, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.542, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040208, Location: 1.0 MI N OF FM 1960 (Lat: 30.042378, Lng: -95.407558), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 62.70m (205.71ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Design Load: HS 20, Features Intersected: UP RR & HARDY RD NB, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.542, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040209, Location: 0.3 MI N OF FM 1960 (Lat: 30.031172, Lng: -95.405525), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 2,500 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: HARDY TOLL RD NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.638, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020TOL040209, Location: 0.3 MI N OF FM 1960 (Lat: 30.031172, Lng: -95.405525), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 2,500 (year 2029), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: HARDY TOLL RD NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.638, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020TOL040223, Location: 0.2 MI E OF IH 45 (Lat: 30.104714, Lng: -95.433194), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30,000 (year 2009), Average Future Daily Traffic: 200 (year 2029), Design Load: HS 20, Features Intersected: HCFCD DRAINAGE DITCH, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.022, Lanes on structure: 10, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 121020TOL040223, Location: 0.2 MI E OF IH 45 (Lat: 30.104714, Lng: -95.433194), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30,000 (year 2009), Average Future Daily Traffic: 200 (year 2029), Design Load: HS 20, Features Intersected: HCFCD DRAINAGE DITCH, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.022, Lanes on structure: 10, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 121700351007167, Location: 1.45 MI E OF IH 45 (Lat: 30.093350, Lng: -95.412581), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 76.41m (250.69ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.629, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700351007167, Location: 1.45 MI E OF IH 45 (Lat: 30.093350, Lng: -95.412581), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 76.41m (250.69ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.629, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700351007168, Location: 1.45 MI E OF IH 45 (Lat: 30.095025, Lng: -95.405319), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 74.71m (245.11ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 69.401, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700351007168, Location: 1.45 MI E OF IH 45 (Lat: 30.095025, Lng: -95.405319), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 74.71m (245.11ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 69.401, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700351007244, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.095869, Lng: -95.403256), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: RILEY FUZZEL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.450, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700351007244, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.095869, Lng: -95.403256), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: RILEY FUZZEL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.450, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700351007245, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.097000, Lng: -95.402061), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: RILEY FUZZEL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.627, Lanes on structure: 3, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700351007245, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.097000, Lng: -95.402061), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2036), Design Load: HL 93, Features Intersected: RILEY FUZZEL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.627, Lanes on structure: 3, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700A0553701, Location: 0.1 MI SE OF BNDRS LNDNG (Lat: 30.087958, Lng: -95.359489), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BARCO CT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: 121700A0553701, Location: 0.1 MI SE OF BNDRS LNDNG (Lat: 30.087958, Lng: -95.359489), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BARCO CT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: 121700A0707401, Location: 0.4 MI S OF RAYFORD RD (Lat: 30.091983, Lng: -95.355372), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E BENDERS LANDING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 8, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, 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: November 2021
Structure Number: 121700A0707401, Location: 0.4 MI S OF RAYFORD RD (Lat: 30.091983, Lng: -95.355372), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E BENDERS LANDING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 8, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, 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: November 2021
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Structure Number: 121700A1095401, Location: 0.35 MI NW OF RAYFORD RD (Lat: 30.100683, Lng: -95.361931), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BUENA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, 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: 7, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, 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: 121700A1095401, Location: 0.35 MI NW OF RAYFORD RD (Lat: 30.100683, Lng: -95.361931), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BUENA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, 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: 7, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, 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: 121700A3171901, Location: 0.10 MI SE OF BENDERS LA (Lat: 30.090164, Lng: -95.356197), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: HIDDEN WINDS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Channel: Very good, 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700A3171901, Location: 0.10 MI SE OF BENDERS LA (Lat: 30.090164, Lng: -95.356197), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: HIDDEN WINDS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Channel: Very good, 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700A31719011, Location: 0.46 MI SE OF BENDERS LA (Lat: 30.088192, Lng: -95.350372), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: HIDDEN WINDS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Channel: Good, Culverts: Good, 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: 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700A31719011, Location: 0.46 MI SE OF BENDERS LA (Lat: 30.088192, Lng: -95.350372), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: HIDDEN WINDS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Channel: Good, Culverts: Good, 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: 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700A6073001, Location: 0.70 MI SE OF SPRING TRLS (Lat: 30.094283, Lng: -95.390150), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SPRING TRAIL BEND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 121700A6073001, Location: 0.70 MI SE OF SPRING TRLS (Lat: 30.094283, Lng: -95.390150), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SPRING TRAIL BEND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: 121700A6907501, Location: 0.15 MI SW OF RAYFORD RD (Lat: 30.090750, Lng: -95.350217), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WHISPERING MPLE WY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121700A6907501, Location: 0.15 MI SW OF RAYFORD RD (Lat: 30.090750, Lng: -95.350217), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WHISPERING MPLE WY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700AA117801, Location: 0.10 MI NW OF LEXINGTON B (Lat: 30.099106, Lng: -95.376356), Route carried "on" structure: County highway , Year Built: 2014, Year Reconstructed: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2035), Features Intersected: HARMONY CREEK, Facility Carried by Structure: RAYFORD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700AA117801, Location: 0.10 MI NW OF LEXINGTON B (Lat: 30.099106, Lng: -95.376356), Route carried "on" structure: County highway , Year Built: 2014, Year Reconstructed: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2035), Features Intersected: HARMONY CREEK, Facility Carried by Structure: RAYFORD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700AA1178011, Location: 0.25 MI E OF BIRNHAM WDS (Lat: 30.098747, Lng: -95.361986), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: RAYFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: 121700AA1178011, Location: 0.25 MI E OF BIRNHAM WDS (Lat: 30.098747, Lng: -95.361986), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2035), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: RAYFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: 121020011005131, Location: 0.3 MI S MONTGOMERY C/L (Lat: 30.106253, Lng: -95.434925), Route carried "under" structure: State highway 548, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 200 (year 2010), Features Intersected: IH 45 NBFR, Facility Carried by Structure: IH 45 NBFR
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 80.870, Lanes on structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 121020011005131, Location: 0.3 MI S MONTGOMERY C/L (Lat: 30.106253, Lng: -95.434925), Route carried "under" structure: State highway 548, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 200 (year 2010), Features Intersected: IH 45 NBFR, Facility Carried by Structure: IH 45 NBFR
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 80.870, Lanes on structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 12102016850204, Location: 1.50 MI E OF IH 45 (Lat: 30.026500, Lng: -95.404206), Route carried "under" structure: Other road , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2010), Features Intersected: FM 1960, Facility Carried by Structure: FM 1960
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.002, Lanes on structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 12102016850204, Location: 1.50 MI E OF IH 45 (Lat: 30.026500, Lng: -95.404206), Route carried "under" structure: Other road , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2010), Features Intersected: FM 1960, Facility Carried by Structure: FM 1960
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.002, Lanes on structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 121020168502057, Location: 1.50 MI E OF IH 45 (Lat: 30.026833, Lng: -95.404575), Route carried "under" structure: State highway 1960, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 3%, Features Intersected: FM 1960 FR, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 26.026, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 121020168502057, Location: 1.50 MI E OF IH 45 (Lat: 30.026833, Lng: -95.404575), Route carried "under" structure: State highway 1960, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 3%, Features Intersected: FM 1960 FR, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 26.026, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 121020168502058, Location: 1.50 MI E OF IH 45 (Lat: 30.026447, Lng: -95.404219), Route carried "under" structure: ServiceState highway 1960, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 3%, Features Intersected: HARDY TOLL RD MB, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 26.063, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 121020168502058, Location: 1.50 MI E OF IH 45 (Lat: 30.026447, Lng: -95.404219), Route carried "under" structure: ServiceState highway 1960, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 60,000 (year 2010), Truck Traffic: 3%, Features Intersected: HARDY TOLL RD MB, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 26.063, Lanes on structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 121020351006131, Location: 0.42 MI E OF IH 45 (Lat: 30.092508, Lng: -95.428364), Route carried "under" structure: City street , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 500 (year 2016), Features Intersected: NORTHGATE CROSSING BLVD, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
Structure Number: 121020351006131, Location: 0.42 MI E OF IH 45 (Lat: 30.092508, Lng: -95.428364), Route carried "under" structure: City street , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 500 (year 2016), Features Intersected: NORTHGATE CROSSING BLVD, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
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Structure Number: 121020351006132, Location: 0.9 MI E OF IH 45 (Lat: 30.092494, Lng: -95.422011), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: E HARDY RD, UP RAILROAD, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 9.27m (30.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 121020351006132, Location: 0.9 MI E OF IH 45 (Lat: 30.092494, Lng: -95.422011), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: E HARDY RD, UP RAILROAD, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 9.27m (30.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 121020351006134, Location: 0.42 MI E OF IH 45 (Lat: 30.092728, Lng: -95.428042), Route carried "under" structure: City street , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 500 (year 2016), Features Intersected: NORTHGATE CROSSING BLVD, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
Structure Number: 121020351006134, Location: 0.42 MI E OF IH 45 (Lat: 30.092728, Lng: -95.428042), Route carried "under" structure: City street , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 500 (year 2016), Features Intersected: NORTHGATE CROSSING BLVD, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
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Structure Number: 121020351006135, Location: 0.9 MI E OF IH 45 (Lat: 30.093331, Lng: -95.417072), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: E HARDY RD, UP RAILROAD, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 9.35m (30.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 121020351006135, Location: 0.9 MI E OF IH 45 (Lat: 30.093331, Lng: -95.417072), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: E HARDY RD, UP RAILROAD, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 9.35m (30.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: 121020351006241, Location: 1.25 MI E OF IH 45 (Lat: 30.093525, Lng: -95.414117), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 10%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 121020351006241, Location: 1.25 MI E OF IH 45 (Lat: 30.093525, Lng: -95.414117), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 10%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 121020351006242, Location: 1.25 MI E OF IH 45 (Lat: 30.093250, Lng: -95.414711), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 10%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 121020351006242, Location: 1.25 MI E OF IH 45 (Lat: 30.093250, Lng: -95.414711), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 10%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 121020351006249, Location: 1.05 MI E OF IH 45 (Lat: 30.092897, Lng: -95.417286), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 500 (year 2016), Features Intersected: SPRING CREEK TRAIL, Facility Carried by Structure: SH 99 EB CONN ES
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 121020351006249, Location: 1.05 MI E OF IH 45 (Lat: 30.092897, Lng: -95.417286), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 500 (year 2016), Features Intersected: SPRING CREEK TRAIL, Facility Carried by Structure: SH 99 EB CONN ES
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 12102035100625, Location: 1.35 MI E OF IH 45 (Lat: 30.093969, Lng: -95.409469), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2015), Truck Traffic: 5%, Features Intersected: SPRNG CK, SH 99, HARDYTL, Facility Carried by Structure: SH99WB CONN HRDYSB
Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 9, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 59.4m (194.9ft)
Structure Number: 12102035100625, Location: 1.35 MI E OF IH 45 (Lat: 30.093969, Lng: -95.409469), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2015), Truck Traffic: 5%, Features Intersected: SPRNG CK, SH 99, HARDYTL, Facility Carried by Structure: SH99WB CONN HRDYSB
Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 9, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 59.4m (194.9ft)
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Structure Number: 121020351006251, Location: 1.25 MI E OF IH 45 (Lat: 30.091192, Lng: -95.413586), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 50,000 (year 2016), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, SH 99, Facility Carried by Structure: SH 99 WB CONNECTOR
Minimum Vertical Clearance: 9.55m (31.33ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 14, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.7m (172.9ft)
Structure Number: 121020351006251, Location: 1.25 MI E OF IH 45 (Lat: 30.091192, Lng: -95.413586), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 50,000 (year 2016), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, SH 99, Facility Carried by Structure: SH 99 WB CONNECTOR
Minimum Vertical Clearance: 9.55m (31.33ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 14, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.7m (172.9ft)
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Structure Number: 121020AA2063018, Location: 1.6 MI E OF IH 45 (Lat: 30.064672, Lng: -95.413358), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: CYPRESSWOOD DR EB
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.3m (178.1ft)
Structure Number: 121020AA2063018, Location: 1.6 MI E OF IH 45 (Lat: 30.064672, Lng: -95.413358), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: CYPRESSWOOD DR EB
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.3m (178.1ft)
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Structure Number: 121020AA2063019, Location: 1.6 MI E OF IH 45 (Lat: 30.064964, Lng: -95.412964), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: CYPRESSWOOD DR WB
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
Structure Number: 121020AA2063019, Location: 1.6 MI E OF IH 45 (Lat: 30.064964, Lng: -95.412964), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: CYPRESSWOOD DR WB
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
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Structure Number: 121020AA2111013, Location: 0.2 MI W OF HARDY TOLL RD (Lat: 30.073417, Lng: -95.416231), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 500 (year 2011), Truck Traffic: 2%, Features Intersected: HARDY RD & UP RR YARD, Facility Carried by Structure: LOUETTA RD EB
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 121020AA2111013, Location: 0.2 MI W OF HARDY TOLL RD (Lat: 30.073417, Lng: -95.416231), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 500 (year 2011), Truck Traffic: 2%, Features Intersected: HARDY RD & UP RR YARD, Facility Carried by Structure: LOUETTA RD EB
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 121020AA2111014, Location: 0.2 MI W OF HARDY TOLL RD (Lat: 30.073703, Lng: -95.415778), Route carried "under" structure: City street , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 500 (year 2011), Truck Traffic: 2%, Features Intersected: HARDY RD & UP RR YARD, Facility Carried by Structure: LOUETTA RD WB
Minimum Vertical Clearance: 7.89m (25.89ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 121020AA2111014, Location: 0.2 MI W OF HARDY TOLL RD (Lat: 30.073703, Lng: -95.415778), Route carried "under" structure: City street , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 500 (year 2011), Truck Traffic: 2%, Features Intersected: HARDY RD & UP RR YARD, Facility Carried by Structure: LOUETTA RD WB
Minimum Vertical Clearance: 7.89m (25.89ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 121020AA9955003, Location: 0.6 MI SE OF IH 45 (Lat: 30.102719, Lng: -95.429500), Route carried "under" structure: Other road 548, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 200 (year 2009), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: NORTHGATE CROSSING
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 81.545, Lanes on structure: 6, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 121020AA9955003, Location: 0.6 MI SE OF IH 45 (Lat: 30.102719, Lng: -95.429500), Route carried "under" structure: Other road 548, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 200 (year 2009), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: NORTHGATE CROSSING
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 81.545, Lanes on structure: 6, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 121020AA9956005, Location: 0.1 MI E OF IH 45 (Lat: 30.105372, Lng: -95.434483), Route carried "under" structure: Other road 548, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: SPRING CROSSING
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 80.982, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 121020AA9956005, Location: 0.1 MI E OF IH 45 (Lat: 30.105372, Lng: -95.434483), Route carried "under" structure: Other road 548, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 5%, Features Intersected: HARDY TOLL RD, Facility Carried by Structure: SPRING CROSSING
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 80.982, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 121020TOL040201, Location: 0.9 MI SE OF IH 45 (Lat: 30.099431, Lng: -95.421442), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Features Intersected: UP RR & HARDY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 9.35m (30.68ft), Kilometerpoint: 82.624, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 121020TOL040201, Location: 0.9 MI SE OF IH 45 (Lat: 30.099431, Lng: -95.421442), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Features Intersected: UP RR & HARDY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 9.35m (30.68ft), Kilometerpoint: 82.624, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 121020TOL040202, Location: 4.5 MI N OF FM 1960 (Lat: 30.087503, Lng: -95.412694), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,200 (year 2010), Features Intersected: RILEY FUZZEL RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 84.185, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 121020TOL040202, Location: 4.5 MI N OF FM 1960 (Lat: 30.087503, Lng: -95.412694), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,200 (year 2010), Features Intersected: RILEY FUZZEL RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 84.185, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 121020TOL040203, Location: 3.7 MI N OF FM 1960 (Lat: 30.076136, Lng: -95.410997), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 5%, Features Intersected: LEXINGTON WOODS, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 85.360, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 121020TOL040203, Location: 3.7 MI N OF FM 1960 (Lat: 30.076136, Lng: -95.410997), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 5%, Features Intersected: LEXINGTON WOODS, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 85.360, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 121020TOL040204, Location: 3.6 MI N OF FM 1960 (Lat: 30.074506, Lng: -95.411350), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 5%, Features Intersected: ALDINE-WESTFIELD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 85.537, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 121020TOL040204, Location: 3.6 MI N OF FM 1960 (Lat: 30.074506, Lng: -95.411350), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 5%, Features Intersected: ALDINE-WESTFIELD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 85.537, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 121020TOL040208, Location: 1.0 MI N OF FM 1960 (Lat: 30.041317, Lng: -95.407797), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 200 (year 2009), Truck Traffic: 5%, Features Intersected: UP RR & HARDY RD NB, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 9.97m (32.71ft), Kilometerpoint: 90.542, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 121020TOL040208, Location: 1.0 MI N OF FM 1960 (Lat: 30.041317, Lng: -95.407797), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 200 (year 2009), Truck Traffic: 5%, Features Intersected: UP RR & HARDY RD NB, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 9.97m (32.71ft), Kilometerpoint: 90.542, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 121700351007244, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.095869, Lng: -95.403256), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 2%, Features Intersected: RILEY FUZZEL RD SB, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 121700351007244, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.095869, Lng: -95.403256), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 2%, Features Intersected: RILEY FUZZEL RD SB, Facility Carried by Structure: SH 99 EB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 121700351007245, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.097000, Lng: -95.402061), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2016), Features Intersected: RILEY FUZZEL RD SB, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 121700351007245, Location: 0.75 MI E OF HRDYTOLL RD (Lat: 30.097000, Lng: -95.402061), Route carried "under" structure: County highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2016), Features Intersected: RILEY FUZZEL RD SB, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)