Bridge Statistics for Houston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 4,433Number of bridges
- 145,748ft / 44,424mTotal length
- $113,750,000Total costs
- 148,292,432Total average daily traffic
- 8,915,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Houston
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 91920-1929
- 131930-1939
- 371940-1949
- 1401950-1959
- 5831960-1969
- 5371970-1979
- 7781980-1989
- 9001990-1999
- 7342000-2009
- 6482010-2019
- 512020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 41950-1959
- 111960-1969
- 391970-1979
- 991980-1989
- 1111990-1999
- 742000-2009
- 642010-2019
- 62020-2022
- Bridge Condition - Deck
- 0.1%Excellent
- 6.2%Very good
- 57.4%Good
- 32.5%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 23.6%Excellent
- 49.3%Very good
- 24.0%Good
- 2.8%Satisfactory
- 0.3%Fair
- 0.2%Poor
- Bridge Condition - Substructure
- 8.1%Very good
- 61.7%Good
- 26.6%Satisfactory
- 2.9%Fair
- 0.6%Poor
- 0.1%Critical
- Bridge Condition - Channel
- 8.6%Very good
- 56.0%Good
- 29.9%Satisfactory
- 5.0%Fair
- 0.5%Poor
- Bridge Condition - Culverts
- 69.0%Very good
- 29.3%Good
- 1.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
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Structure Number: 121020TOL030021, Location: 0.35 MI W OF RANCHESTER (Lat: 29.718903, Lng: -95.555064), Route carried "on" structure: Ramp Other road , Year Built: 2004, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: W.PARK TW WB OFF-RP I, Facility Carried by Structure: W.PK WB ON-RP DC-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030021, Location: 0.35 MI W OF RANCHESTER (Lat: 29.718903, Lng: -95.555064), Route carried "on" structure: Ramp Other road , Year Built: 2004, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: W.PARK TW WB OFF-RP I, Facility Carried by Structure: W.PK WB ON-RP DC-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030022, Location: 0.05 MI N OF WESTPK TLWY (Lat: 29.719681, Lng: -95.557411), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 SB CONN RP DC-1, Facility Carried by Structure: BW 8 NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030022, Location: 0.05 MI N OF WESTPK TLWY (Lat: 29.719681, Lng: -95.557411), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 SB CONN RP DC-1, Facility Carried by Structure: BW 8 NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030023, Location: 0.05 MI N OF WESTPK TLWY (Lat: 29.718881, Lng: -95.557050), Route carried "on" structure: Ramp Other road , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 SB CONN RP DC-1, Facility Carried by Structure: BW 8 NB CONN DC-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030023, Location: 0.05 MI N OF WESTPK TLWY (Lat: 29.718881, Lng: -95.557050), Route carried "on" structure: Ramp Other road , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 SB CONN RP DC-1, Facility Carried by Structure: BW 8 NB CONN DC-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030024, Location: 0.40 MI W OF RANCHESTER (Lat: 29.718122, Lng: -95.557942), Route carried "on" structure: Ramp Other road , Year Built: 2004, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 ML & NB CONN DC-2, Facility Carried by Structure: WESTPK. TW EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.123, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.85m (32.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030024, Location: 0.40 MI W OF RANCHESTER (Lat: 29.718122, Lng: -95.557942), Route carried "on" structure: Ramp Other road , Year Built: 2004, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 ML & NB CONN DC-2, Facility Carried by Structure: WESTPK. TW EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.123, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.85m (32.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030025, Location: 0.40 MI W OF RANCHESTER (Lat: 29.719156, Lng: -95.557711), Route carried "on" structure: Ramp Other road , Year Built: 2004, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 ML & NB CONN DC-2, Facility Carried by Structure: WESTPK. WB RP I-K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 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: 34.1m (111.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.06m (36.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030025, Location: 0.40 MI W OF RANCHESTER (Lat: 29.719156, Lng: -95.557711), Route carried "on" structure: Ramp Other road , Year Built: 2004, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: BW 8 ML & NB CONN DC-2, Facility Carried by Structure: WESTPK. WB RP I-K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 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: 34.1m (111.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.06m (36.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030026, Location: 0.55 MI W OF BELTWAY 8 (Lat: 29.717519, Lng: -95.565831), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.601, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.9m (81.7ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030026, Location: 0.55 MI W OF BELTWAY 8 (Lat: 29.717519, Lng: -95.565831), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.601, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.9m (81.7ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030027, Location: 0.85 MI W OF BELTWAY 8 (Lat: 29.717183, Lng: -95.571094), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: WILCREST DR, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 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: 33.5m (109.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Very 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: 121020TOL030027, Location: 0.85 MI W OF BELTWAY 8 (Lat: 29.717183, Lng: -95.571094), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: WILCREST DR, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 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: 33.5m (109.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Very 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: 121020TOL030028, Location: 3.30 MI E OF SH 6 (Lat: 29.715842, Lng: -95.587461), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: BRAYS BYU, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.518, Lanes on structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.6m (77.4ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030028, Location: 3.30 MI E OF SH 6 (Lat: 29.715842, Lng: -95.587461), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: BRAYS BYU, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.518, Lanes on structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.6m (77.4ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030029, Location: 2.10 MI W OF BELTWAY 8 (Lat: 29.715611, Lng: -95.591422), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: WEST HOUSTON CENTER BLVD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.037, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030029, Location: 2.10 MI W OF BELTWAY 8 (Lat: 29.715611, Lng: -95.591422), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: WEST HOUSTON CENTER BLVD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.037, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL03003, Location: 2.85 MI W OF BELTWAY 8 (Lat: 29.714372, Lng: -95.605222), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: DAIRY ASHFORD RD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.849, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL03003, Location: 2.85 MI W OF BELTWAY 8 (Lat: 29.714372, Lng: -95.605222), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: DAIRY ASHFORD RD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.849, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030031, Location: 1.75 M E OF SH 6 (Lat: 29.713100, Lng: -95.614739), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 65.90m (216.21ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: SYNOTT RD, Facility Carried by Structure: WESTPRK TLWY RP EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 82.6m (271.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, 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: 121020TOL030031, Location: 1.75 M E OF SH 6 (Lat: 29.713100, Lng: -95.614739), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 65.90m (216.21ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: SYNOTT RD, Facility Carried by Structure: WESTPRK TLWY RP EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 82.6m (271.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, 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: 121020TOL030032, Location: 1.75 MI E OF SH 6 (Lat: 29.713519, Lng: -95.614711), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: SYNOTT RD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.1m (79.1ft)
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: 121020TOL030032, Location: 1.75 MI E OF SH 6 (Lat: 29.713519, Lng: -95.614711), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: SYNOTT RD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.1m (79.1ft)
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: 121020TOL030033, Location: 1.20 MI E OF SH 6 (Lat: 29.712914, Lng: -95.623567), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: ELDRIDGE PARKWAY, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 5, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030033, Location: 1.20 MI E OF SH 6 (Lat: 29.712914, Lng: -95.623567), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2033), Design Load: HS 20, Features Intersected: ELDRIDGE PARKWAY, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 5, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030037, Location: 1.35 MI W OF IH 610 (Lat: 29.724203, Lng: -95.480808), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 47.18m (154.79ft), Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2031), Design Load: HS 20, Features Intersected: RENWICK DR & ALDER DR, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 7, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.1m (69.2ft)
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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030037, Location: 1.35 MI W OF IH 610 (Lat: 29.724203, Lng: -95.480808), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 47.18m (154.79ft), Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2031), Design Load: HS 20, Features Intersected: RENWICK DR & ALDER DR, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 7, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.1m (69.2ft)
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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030038, Location: 0.10 MI NE OF WESTWARD (Lat: 29.723703, Lng: -95.488142), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 44.87m (147.21ft), Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: US 59 NBFR & RAMPART ST, Facility Carried by Structure: WSTPRK TLWY CONN 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.575, Lanes on structure: 1, Lanes under structure: 7, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030038, Location: 0.10 MI NE OF WESTWARD (Lat: 29.723703, Lng: -95.488142), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 44.87m (147.21ft), Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: US 59 NBFR & RAMPART ST, Facility Carried by Structure: WSTPRK TLWY CONN 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.575, Lanes on structure: 1, Lanes under structure: 7, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030039, Location: 0.60 MI E OF SH 6 (Lat: 29.711850, Lng: -95.633981), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10,000 (year 2013), Average Future Daily Traffic: 50,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020TOL030039, Location: 0.60 MI E OF SH 6 (Lat: 29.711850, Lng: -95.633981), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10,000 (year 2013), Average Future Daily Traffic: 50,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020TOL04021, Location: 0.2 MI S OF FM 1960 (Lat: 30.022572, Lng: -95.404622), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,000 (year 2009), Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20, Features Intersected: BAMMEL-WESTFIELD RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.223, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 45.1m (148.0ft), 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: 23.8m (78.1ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 53.1m (174.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL04021, Location: 0.2 MI S OF FM 1960 (Lat: 30.022572, Lng: -95.404622), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2016, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,000 (year 2009), Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20, Features Intersected: BAMMEL-WESTFIELD RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.223, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 45.1m (148.0ft), 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: 23.8m (78.1ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 53.1m (174.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040211, Location: 1.6 MI S OF FM 1960 (Lat: 30.003975, Lng: -95.399014), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Features Intersected: TURKEY CREEK, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.841, Lanes on structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040211, Location: 1.6 MI S OF FM 1960 (Lat: 30.003975, Lng: -95.399014), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 8,000 (year 2029), Features Intersected: TURKEY CREEK, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.841, Lanes on structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040212, Location: 4.4 MI N OF BWY 8 (Lat: 29.996239, Lng: -95.396875), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 60,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2035), Design Load: HS 20, Features Intersected: E RICHEY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.758, Lanes on structure: 6, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.4m (116.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040212, Location: 4.4 MI N OF BWY 8 (Lat: 29.996239, Lng: -95.396875), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 60,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2035), Design Load: HS 20, Features Intersected: E RICHEY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.758, Lanes on structure: 6, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.4m (116.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040213, Location: 0.85 MI S OF E RICHEY RD (Lat: 29.984653, Lng: -95.393986), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2006, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 60,000 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2033), Design Load: HS 20, Features Intersected: AIRTEX DRIVE, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.207, Lanes on structure: 6, Lanes under structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.8m (110.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.4m (116.1ft)
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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040213, Location: 0.85 MI S OF E RICHEY RD (Lat: 29.984653, Lng: -95.393986), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2006, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 60,000 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2033), Design Load: HS 20, Features Intersected: AIRTEX DRIVE, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.207, Lanes on structure: 6, Lanes under structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.8m (110.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.4m (116.1ft)
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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040214, Location: 0.6 MI N OF RANKIN RD (Lat: 29.974150, Lng: -95.390661), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2006, Status: Open, Structure Length: 48.92m (160.50ft), Average Daily Traffic: 60,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2035), Design Load: HS 20, Features Intersected: UPRR & E HARDY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.478, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.6m (116.8ft)
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 minimum criteria, Length Of Structure Improvement: 48.92m (160.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $2,825,000, Roadway Improvement Cost: $706,000, Total Project Cost: $3,531,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040214, Location: 0.6 MI N OF RANKIN RD (Lat: 29.974150, Lng: -95.390661), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2006, Status: Open, Structure Length: 48.92m (160.50ft), Average Daily Traffic: 60,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2035), Design Load: HS 20, Features Intersected: UPRR & E HARDY RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.478, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.6m (116.8ft)
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 minimum criteria, Length Of Structure Improvement: 48.92m (160.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $2,825,000, Roadway Improvement Cost: $706,000, Total Project Cost: $3,531,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040215, Location: 1.9 MI N OF BELTWAY 8 (Lat: 29.965342, Lng: -95.379858), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 60,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2033), Design Load: HS 20, Features Intersected: RANKIN RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.814, Lanes on structure: 6, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.6m (116.8ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040215, Location: 1.9 MI N OF BELTWAY 8 (Lat: 29.965342, Lng: -95.379858), Route carried "on" structure: Other road , Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 60,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2033), Design Load: HS 20, Features Intersected: RANKIN RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.814, Lanes on structure: 6, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.6m (116.8ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040216, Location: 1.9 MI N OF BELTWAY 8 (Lat: 29.965864, Lng: -95.379869), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: HARDY TOLL RD FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.814, Lanes on structure: 4, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 121020TOL040216, Location: 1.9 MI N OF BELTWAY 8 (Lat: 29.965864, Lng: -95.379869), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: HARDY TOLL RD FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.814, Lanes on structure: 4, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 121020TOL040217, Location: 0.75 MI N OF BW 8 (Lat: 29.949356, Lng: -95.383967), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 60,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2030), Design Load: HS 20, Features Intersected: GREENS BAYOU, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.713, Lanes on structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 29.0m (95.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040217, Location: 0.75 MI N OF BW 8 (Lat: 29.949356, Lng: -95.383967), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 60,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2030), Design Load: HS 20, Features Intersected: GREENS BAYOU, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.713, Lanes on structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 29.0m (95.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040218, Location: 0.9 MI N OF BW 8 (Lat: 29.951314, Lng: -95.384256), Route carried "on" structure: Other road , Year Built: 1986, Year Reconstructed: 2003, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 60,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2035), Design Load: HS 20, Features Intersected: OLD GREENS RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.874, Lanes on structure: 6, Lanes under structure: 2, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.4m (116.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL040218, Location: 0.9 MI N OF BW 8 (Lat: 29.951314, Lng: -95.384256), Route carried "on" structure: Other road , Year Built: 1986, Year Reconstructed: 2003, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 60,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 100,000 (year 2035), Design Load: HS 20, Features Intersected: OLD GREENS RD, Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.874, Lanes on structure: 6, Lanes under structure: 2, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.4m (116.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL040221, Location: 0.2 MI N OF GULF BANK RD (Lat: 29.892514, Lng: -95.370442), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: HALLS BAYOU, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.150, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Cast-file-Place
Structure Number: 121020TOL040221, Location: 0.2 MI N OF GULF BANK RD (Lat: 29.892514, Lng: -95.370442), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: HALLS BAYOU, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.150, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Cast-file-Place
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Structure Number: 121700011004017, Location: 1.05 MI N OF HARRIS C/L (Lat: 30.124708, Lng: -95.442758), Route carried "on" structure: Interstate 45, Year Built: 1926, Year Reconstructed: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 248,939 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 338,370 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.783, Lanes on structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 80.8m (265.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121700011004017, Location: 1.05 MI N OF HARRIS C/L (Lat: 30.124708, Lng: -95.442758), Route carried "on" structure: Interstate 45, Year Built: 1926, Year Reconstructed: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 248,939 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 338,370 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.783, Lanes on structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 80.8m (265.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121700011004118, Location: AT HARRIS C/L (Lat: 30.110892, Lng: -95.437122), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 25.73m (84.42ft), Average Daily Traffic: 1,760 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 2,470 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700011004118, Location: AT HARRIS C/L (Lat: 30.110892, Lng: -95.437122), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 25.73m (84.42ft), Average Daily Traffic: 1,760 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 2,470 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004119, Location: AT HARRIS C/L (Lat: 30.110986, Lng: -95.436742), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 112,478 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 144,600 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 32.7m (107.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700011004119, Location: AT HARRIS C/L (Lat: 30.110986, Lng: -95.436742), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 112,478 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 144,600 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 32.7m (107.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12170001100412, Location: AT HARRIS C/L (Lat: 30.111042, Lng: -95.436536), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 123,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12170001100412, Location: AT HARRIS C/L (Lat: 30.111042, Lng: -95.436536), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 123,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004121, Location: AT HARRIS C/L (Lat: 30.111164, Lng: -95.436178), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 7,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 10,610 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121700011004121, Location: AT HARRIS C/L (Lat: 30.111164, Lng: -95.436178), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 7,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 10,610 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004122, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.113831, Lng: -95.438156), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 15,861 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 33,620 (year 2032), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004122, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.113831, Lng: -95.438156), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 15,861 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 33,620 (year 2032), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004123, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.113933, Lng: -95.437861), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 112,478 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 5, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004123, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.113933, Lng: -95.437861), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 112,478 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 5, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004124, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.114014, Lng: -95.437678), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 123,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004124, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.114014, Lng: -95.437678), Route carried "on" structure: Interstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 123,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004125, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.114156, Lng: -95.437400), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 19,160 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 33,620 (year 2032), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004125, Location: 0.2 MI N OF HARRIS C/L (Lat: 30.114156, Lng: -95.437400), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 19,160 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 33,620 (year 2032), Design Load: HS 20, Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004132, Location: 1.2 MI N OF HARRIS C/L (Lat: 30.126806, Lng: -95.443075), Route carried "on" structure: Interstate 45, Year Built: 1991, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 123,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: RAYFORD/SAWDUST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.944, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), 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: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004132, Location: 1.2 MI N OF HARRIS C/L (Lat: 30.126806, Lng: -95.443075), Route carried "on" structure: Interstate 45, Year Built: 1991, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 123,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: RAYFORD/SAWDUST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.944, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), 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: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004133, Location: 1.2 MI N OF HARRIS C/L (Lat: 30.126783, Lng: -95.443283), Route carried "on" structure: Interstate 45, Year Built: 1991, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 112,478 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: RAYFORD/SAWDUST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.944, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), 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: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700011004133, Location: 1.2 MI N OF HARRIS C/L (Lat: 30.126783, Lng: -95.443283), Route carried "on" structure: Interstate 45, Year Built: 1991, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 112,478 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 169,180 (year 2033), Design Load: HS 20, Features Intersected: RAYFORD/SAWDUST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.944, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), 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: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700017705079, Location: 0.25 MI N OF KINGWOOD DR (Lat: 30.056136, Lng: -95.250497), Route carried "on" structure: US 59, Year Built: 2007, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 46,513 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 132,550 (year 2030), Design Load: HS 20, Features Intersected: EVAN'S GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.604, Lanes on structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 72.5m (237.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 121700017705079, Location: 0.25 MI N OF KINGWOOD DR (Lat: 30.056136, Lng: -95.250497), Route carried "on" structure: US 59, Year Built: 2007, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 46,513 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 132,550 (year 2030), Design Load: HS 20, Features Intersected: EVAN'S GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.604, Lanes on structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 72.5m (237.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 12170001770511, Location: 0.90 MI S OF FM 1314 (Lat: 30.091086, Lng: -95.240436), Route carried "on" structure: US 59, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 94,680 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 132,550 (year 2030), Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.571, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 73.8m (242.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 12170001770511, Location: 0.90 MI S OF FM 1314 (Lat: 30.091086, Lng: -95.240436), Route carried "on" structure: US 59, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 94,680 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 132,550 (year 2030), Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.571, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 73.8m (242.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 121700017705262, Location: 1.30 MI N OF FM 1314 (Lat: 30.122750, Lng: -95.231339), Route carried "on" structure: ServiceUS 59, Year Built: 2007, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 6,613 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 10,000 (year 2036), Design Load: HL 93, Features Intersected: WHITE OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.932, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121700017705262, Location: 1.30 MI N OF FM 1314 (Lat: 30.122750, Lng: -95.231339), Route carried "on" structure: ServiceUS 59, Year Built: 2007, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 6,613 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 10,000 (year 2036), Design Load: HL 93, Features Intersected: WHITE OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.932, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place