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: 12102035100615, Location: 3.20 MI N OF US 290 (Lat: 30.042889, Lng: -95.756783), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE MASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.293, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102035100615, Location: 3.20 MI N OF US 290 (Lat: 30.042889, Lng: -95.756783), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE MASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.293, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006151, Location: 2.70 MI W OF SH 249 (Lat: 30.050403, Lng: -95.666119), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 120.34m (394.82ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HL 93, Features Intersected: TELGE RD; WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.887, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 34, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006151, Location: 2.70 MI W OF SH 249 (Lat: 30.050403, Lng: -95.666119), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 120.34m (394.82ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HL 93, Features Intersected: TELGE RD; WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.887, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 34, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006152, Location: 3.45 MI N of US 290 (Lat: 30.046056, Lng: -95.754119), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE BOTKINS / JUERGEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.289, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006152, Location: 3.45 MI N of US 290 (Lat: 30.046056, Lng: -95.754119), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE BOTKINS / JUERGEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.289, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006153, Location: 3.45 MI N OF US 290 (Lat: 30.046117, Lng: -95.754319), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE BOTKINS / JUERGEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.337, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006153, Location: 3.45 MI N OF US 290 (Lat: 30.046117, Lng: -95.754319), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE BOTKINS / JUERGEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.337, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006154, Location: 1.0 MI E OF MUESCHKE RD (Lat: 30.054667, Lng: -95.716386), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE CYPRESSHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.588, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006154, Location: 1.0 MI E OF MUESCHKE RD (Lat: 30.054667, Lng: -95.716386), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE CYPRESSHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.588, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006155, Location: 1.0 MI E OF MUESCHKE RD (Lat: 30.054411, Lng: -95.716711), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE CYPRESSHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.540, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006155, Location: 1.0 MI E OF MUESCHKE RD (Lat: 30.054411, Lng: -95.716711), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE CYPRESSHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.540, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006156, Location: 2.70 MI N OF US 290 (Lat: 30.036947, Lng: -95.761242), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BAUER HOCKLEY/GRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.537, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006156, Location: 2.70 MI N OF US 290 (Lat: 30.036947, Lng: -95.761242), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BAUER HOCKLEY/GRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.537, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006157, Location: 2.70 MI N OF US 290 (Lat: 30.036944, Lng: -95.761178), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BAUER HOCKLEY/GRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.488, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006157, Location: 2.70 MI N OF US 290 (Lat: 30.036944, Lng: -95.761178), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BAUER HOCKLEY/GRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.488, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006158, Location: 1.35 MI W OF SH 249 (Lat: 30.052453, Lng: -95.637331), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE SHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.687, Lanes on structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006158, Location: 1.35 MI W OF SH 249 (Lat: 30.052453, Lng: -95.637331), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE SHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.687, Lanes on structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006159, Location: 1.35 MI W OF SH 249 (Lat: 30.052186, Lng: -95.637644), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE SHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.639, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006159, Location: 1.35 MI W OF SH 249 (Lat: 30.052186, Lng: -95.637644), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE SHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.639, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102035100616, Location: 1.10 MI E OF SH 249 (Lat: 30.051456, Lng: -95.596606), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M122-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.466, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102035100616, Location: 1.10 MI E OF SH 249 (Lat: 30.051456, Lng: -95.596606), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M122-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.466, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006161, Location: 1.10 MI E OF SH 249 (Lat: 30.051408, Lng: -95.597872), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 12.53m (41.11ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M122-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.611, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels
Structure Number: 121020351006161, Location: 1.10 MI E OF SH 249 (Lat: 30.051408, Lng: -95.597872), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 12.53m (41.11ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M122-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.611, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels
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Structure Number: 121020351006162, Location: AT JCT OF FM 2920, SH 99 (Lat: 30.075200, Lng: -95.556589), Route carried "on" structure: State highway 2920, Year Built: 2015, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 4,000 (year 2015), Average Future Daily Traffic: 7,000 (year 2035), Design Load: HL 93, Features Intersected: SH 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006162, Location: AT JCT OF FM 2920, SH 99 (Lat: 30.075200, Lng: -95.556589), Route carried "on" structure: State highway 2920, Year Built: 2015, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 4,000 (year 2015), Average Future Daily Traffic: 7,000 (year 2035), Design Load: HL 93, Features Intersected: SH 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006163, Location: 0.30 MI W OF SH 249 (Lat: 30.051700, Lng: -95.620750), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: ROCKY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.264, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 121020351006163, Location: 0.30 MI W OF SH 249 (Lat: 30.051700, Lng: -95.620750), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: ROCKY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.264, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 121020351006164, Location: 0.30 MI W OF SH 249 (Lat: 30.051914, Lng: -95.620756), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: ROCKY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.329, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 121020351006164, Location: 0.30 MI W OF SH 249 (Lat: 30.051914, Lng: -95.620756), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: ROCKY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.329, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 121020351006165, Location: AT JCT SH 249, SH 99 (Lat: 30.051686, Lng: -95.618789), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.07m (226.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SH 249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.458, Lanes on structure: 2, Lanes under structure: 18, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006165, Location: AT JCT SH 249, SH 99 (Lat: 30.051686, Lng: -95.618789), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.07m (226.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SH 249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.458, Lanes on structure: 2, Lanes under structure: 18, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006166, Location: AT JCT OF SH 99, SH 249 (Lat: 30.051928, Lng: -95.618792), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.07m (226.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SH 249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.166, Lanes on structure: 2, Lanes under structure: 18, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006166, Location: AT JCT OF SH 99, SH 249 (Lat: 30.051928, Lng: -95.618792), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.07m (226.61ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SH 249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.166, Lanes on structure: 2, Lanes under structure: 18, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006176, Location: 0.35 MI E OF SH 249 (Lat: 30.051747, Lng: -95.609447), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BOUDREAUX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.343, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 121020351006176, Location: 0.35 MI E OF SH 249 (Lat: 30.051747, Lng: -95.609447), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BOUDREAUX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.343, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 121020351006177, Location: 0.35 MI E OF SH 249 (Lat: 30.051956, Lng: -95.608689), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BOUDREAUX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.455, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006177, Location: 0.35 MI E OF SH 249 (Lat: 30.051956, Lng: -95.608689), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: BOUDREAUX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.455, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006179, Location: 0.75 MI SW OF FM 2920 (Lat: 30.066489, Lng: -95.564589), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MAX CONRAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.361, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006179, Location: 0.75 MI SW OF FM 2920 (Lat: 30.066489, Lng: -95.564589), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MAX CONRAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.361, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102035100618, Location: 0.75 MI SW OF FM 2920 (Lat: 30.066761, Lng: -95.564633), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MAX CONRAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.393, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102035100618, Location: 0.75 MI SW OF FM 2920 (Lat: 30.066761, Lng: -95.564633), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MAX CONRAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.393, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006181, Location: 0.25 MI W OF TELGE RD (Lat: 30.050831, Lng: -95.663533), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.967, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006181, Location: 0.25 MI W OF TELGE RD (Lat: 30.050831, Lng: -95.663533), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.967, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006182, Location: 0.2 MI W OF TELGE RD (Lat: 30.050233, Lng: -95.663483), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.161, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006182, Location: 0.2 MI W OF TELGE RD (Lat: 30.050233, Lng: -95.663483), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.161, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006183, Location: 0.3 MI E OF TELGE RD (Lat: 30.051369, Lng: -95.654419), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.110, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006183, Location: 0.3 MI E OF TELGE RD (Lat: 30.051369, Lng: -95.654419), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.110, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006184, Location: 3.50 MI W OF SH 249 (Lat: 30.050061, Lng: -95.677864), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.49m (227.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.760, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, 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: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006184, Location: 3.50 MI W OF SH 249 (Lat: 30.050061, Lng: -95.677864), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.49m (227.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW FLATS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.760, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, 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: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006185, Location: 3.90 MI W OF SH 249 (Lat: 30.050156, Lng: -95.679928), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2035), Design Load: HL 93, Features Intersected: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.519, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, 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, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006185, Location: 3.90 MI W OF SH 249 (Lat: 30.050156, Lng: -95.679928), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2035), Design Load: HL 93, Features Intersected: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.519, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, 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, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006198, Location: 1.0 MI E OF MUESCHKE RD (Lat: 30.054281, Lng: -95.717503), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW CREEK M100-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.036, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020351006198, Location: 1.0 MI E OF MUESCHKE RD (Lat: 30.054281, Lng: -95.717503), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW CREEK M100-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.036, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 121020351006201, Location: 0.02 MI W OF MUESCHKE RD (Lat: 30.053836, Lng: -95.734475), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH L112-01-000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 43.6m (143.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020351006201, Location: 0.02 MI W OF MUESCHKE RD (Lat: 30.053836, Lng: -95.734475), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH L112-01-000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 43.6m (143.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 121020351006202, Location: 0.04 MI W CYPRS ROSEHILL (Lat: 30.052917, Lng: -95.698044), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M128-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.128, Lanes on structure: 9, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020351006202, Location: 0.04 MI W CYPRS ROSEHILL (Lat: 30.052917, Lng: -95.698044), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M128-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.128, Lanes on structure: 9, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 121020351006203, Location: 3.50 MI N OF US 290 (Lat: 30.046450, Lng: -95.753753), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH L112-02-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.516, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020351006203, Location: 3.50 MI N OF US 290 (Lat: 30.046450, Lng: -95.753753), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH L112-02-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.516, Lanes on structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 121020351006204, Location: 0.1 MI WEST OF TELGE RD (Lat: 30.050153, Lng: -95.661911), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW CREEK M100-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.289, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020351006204, Location: 0.1 MI WEST OF TELGE RD (Lat: 30.050153, Lng: -95.661911), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: WILLOW CREEK M100-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.289, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 121020351006205, Location: 2.25 MI E OF SH 249 (Lat: 30.053750, Lng: -95.578892), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: GLEANNLOCH FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.381, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006205, Location: 2.25 MI E OF SH 249 (Lat: 30.053750, Lng: -95.578892), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: GLEANNLOCH FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.381, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006206, Location: 2.25 MI E OF SH 249 (Lat: 30.054178, Lng: -95.578769), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: GLEANNLOCH FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.445, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006206, Location: 2.25 MI E OF SH 249 (Lat: 30.054178, Lng: -95.578769), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: GLEANNLOCH FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.445, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006207, Location: 1.5 MI E OF SH 249 (Lat: 30.051042, Lng: -95.590678), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 43.59m (143.01ft), Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 12,000 (year 2035), Design Load: HL 93, Features Intersected: HUFFSMITH-KOHRVILLE / RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.158, Lanes on structure: 5, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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 Precast Panels
Structure Number: 121020351006207, Location: 1.5 MI E OF SH 249 (Lat: 30.051042, Lng: -95.590678), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 43.59m (143.01ft), Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 12,000 (year 2035), Design Load: HL 93, Features Intersected: HUFFSMITH-KOHRVILLE / RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.158, Lanes on structure: 5, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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 Precast Panels
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Structure Number: 121020351006208, Location: 2.15 MI NE OF FM 2920 (Lat: 30.087625, Lng: -95.525428), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HILDEBRANDT RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.060, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006208, Location: 2.15 MI NE OF FM 2920 (Lat: 30.087625, Lng: -95.525428), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HILDEBRANDT RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.060, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006209, Location: 2.15 MI NE OF FM 2920 (Lat: 30.087903, Lng: -95.525336), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HILDEBRANDT RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.092, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006209, Location: 2.15 MI NE OF FM 2920 (Lat: 30.087903, Lng: -95.525336), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HILDEBRANDT RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.092, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102035100621, Location: 0.65 MI NE OF KUYKENDAHL (Lat: 30.091661, Lng: -95.517222), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: NORTHCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.977, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102035100621, Location: 0.65 MI NE OF KUYKENDAHL (Lat: 30.091661, Lng: -95.517222), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: NORTHCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.977, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006212, Location: 0.12 MI E OF GOSLING RD (Lat: 30.094008, Lng: -95.504639), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M101-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.258, Lanes on structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 39.3m (128.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020351006212, Location: 0.12 MI E OF GOSLING RD (Lat: 30.094008, Lng: -95.504639), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH M101-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.258, Lanes on structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 39.3m (128.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 121020351006215, Location: 1.15 MI N OF US 290 (Lat: 30.015111, Lng: -95.768972), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CUMBERLAND RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.897, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 121020351006215, Location: 1.15 MI N OF US 290 (Lat: 30.015111, Lng: -95.768972), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CUMBERLAND RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.897, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 121020351006216, Location: 1.15 MI N OF US 290 (Lat: 30.015519, Lng: -95.769147), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CUMBERLAND RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.962, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 121020351006216, Location: 1.15 MI N OF US 290 (Lat: 30.015519, Lng: -95.769147), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CUMBERLAND RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.962, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 12102035100622, Location: 0.30 MI N OF US 290 (Lat: 30.002994, Lng: -95.768478), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH K159-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.578, Lanes on structure: 11, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 12102035100622, Location: 0.30 MI N OF US 290 (Lat: 30.002994, Lng: -95.768478), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: HCFCD DITCH K159-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.578, Lanes on structure: 11, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020