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: 12102035100508, Location: 8.85 MI S OF US 290 (Lat: 29.870597, Lng: -95.756172), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.661, 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: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102035100508, Location: 8.85 MI S OF US 290 (Lat: 29.870597, Lng: -95.756172), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.661, 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: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005081, Location: 8.85 MI S OF US 290 (Lat: 29.872086, Lng: -95.756914), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.661, 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: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005081, Location: 8.85 MI S OF US 290 (Lat: 29.872086, Lng: -95.756914), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.661, 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: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005082, Location: 6.3 MI N OF IH 10 (Lat: 29.874911, Lng: -95.756325), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 9,000 (year 2014), Average Future Daily Traffic: 14,060 (year 2034), Design Load: HL 93, Features Intersected: FM 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.123, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005082, Location: 6.3 MI N OF IH 10 (Lat: 29.874911, Lng: -95.756325), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 9,000 (year 2014), Average Future Daily Traffic: 14,060 (year 2034), Design Load: HL 93, Features Intersected: FM 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.123, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005083, Location: 6.3 MI N OF IH 10 (Lat: 29.875683, Lng: -95.756675), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 9,000 (year 2014), Average Future Daily Traffic: 14,060 (year 2034), Design Load: HL 93, Features Intersected: FM 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.123, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005083, Location: 6.3 MI N OF IH 10 (Lat: 29.875683, Lng: -95.756675), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 9,000 (year 2014), Average Future Daily Traffic: 14,060 (year 2034), Design Load: HL 93, Features Intersected: FM 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.123, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005084, Location: 7.56 MI S OF US 290 (Lat: 29.889536, Lng: -95.757867), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: LONGENBAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005084, Location: 7.56 MI S OF US 290 (Lat: 29.889536, Lng: -95.757867), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: LONGENBAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005085, Location: 7.56 MI S OF US 290 (Lat: 29.890169, Lng: -95.758275), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: LONGENBAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005085, Location: 7.56 MI S OF US 290 (Lat: 29.890169, Lng: -95.758275), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: LONGENBAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005086, Location: 6.56 MI S OF US 290 (Lat: 29.903961, Lng: -95.758269), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.357, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005086, Location: 6.56 MI S OF US 290 (Lat: 29.903961, Lng: -95.758269), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.357, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005087, Location: 6.56 MI S OF US 290 (Lat: 29.904764, Lng: -95.758822), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.357, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005087, Location: 6.56 MI S OF US 290 (Lat: 29.904764, Lng: -95.758822), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.357, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005088, Location: 0.55 MI N of IH10 (Lat: 29.793503, Lng: -95.776483), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 15,778 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,050 (year 2033), Design Load: HL 93, Features Intersected: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.7m (71.2ft)
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: Meets minimum limits, 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: 121020351005088, Location: 0.55 MI N of IH10 (Lat: 29.793503, Lng: -95.776483), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 15,778 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,050 (year 2033), Design Load: HL 93, Features Intersected: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.7m (71.2ft)
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: Meets minimum limits, 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: 121020351005089, Location: 0.55 MI N of IH10 (Lat: 29.794333, Lng: -95.776619), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 14,653 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,050 (year 2033), Design Load: HL 93, Features Intersected: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
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, Underclear: 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: 121020351005089, Location: 0.55 MI N of IH10 (Lat: 29.794333, Lng: -95.776619), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 14,653 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,050 (year 2033), Design Load: HL 93, Features Intersected: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
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, Underclear: 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: 12102035100509, Location: 0.40 MI S OF US 290 (Lat: 29.991906, Lng: -95.768928), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: MOUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.339, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102035100509, Location: 0.40 MI S OF US 290 (Lat: 29.991906, Lng: -95.768928), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: MOUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.339, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005091, Location: 0.40 MI S OF US 290 (Lat: 29.992808, Lng: -95.769175), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: MOUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.339, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.6m (64.3ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005091, Location: 0.40 MI S OF US 290 (Lat: 29.992808, Lng: -95.769175), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: MOUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.339, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.6m (64.3ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005092, Location: 2.19 MI N OF IH 10 (Lat: 29.816642, Lng: -95.771108), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 28,600 (year 2010), Average Future Daily Traffic: 46,200 (year 2030), Design Load: HL 93, Features Intersected: MORTON RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.281, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020351005092, Location: 2.19 MI N OF IH 10 (Lat: 29.816642, Lng: -95.771108), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 28,600 (year 2010), Average Future Daily Traffic: 46,200 (year 2030), Design Load: HL 93, Features Intersected: MORTON RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.281, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020351005093, Location: 2.19 MI N OF IH 10 (Lat: 29.817511, Lng: -95.770917), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 28,600 (year 2010), Average Future Daily Traffic: 46,200 (year 2030), Design Load: HL 93, Features Intersected: MORTON RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.281, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020351005093, Location: 2.19 MI N OF IH 10 (Lat: 29.817511, Lng: -95.770917), Route carried "on" structure: Other road 99, Year Built: 2014, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 28,600 (year 2010), Average Future Daily Traffic: 46,200 (year 2030), Design Load: HL 93, Features Intersected: MORTON RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.281, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020351005094, Location: 2.7 MI N OF IH 10 (Lat: 29.824681, Lng: -95.765403), Route carried "on" structure: Other road 99, Year Built: 2014, Year Reconstructed: 2017, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 22,300 (year 2014), Average Future Daily Traffic: 38,800 (year 2034), Design Load: HL 93, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.332, Lanes on structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121020351005094, Location: 2.7 MI N OF IH 10 (Lat: 29.824681, Lng: -95.765403), Route carried "on" structure: Other road 99, Year Built: 2014, Year Reconstructed: 2017, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 22,300 (year 2014), Average Future Daily Traffic: 38,800 (year 2034), Design Load: HL 93, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.332, Lanes on structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121020351005095, Location: 2.82 MI S OF US 290 (Lat: 29.944225, Lng: -95.768831), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: DITCH K150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.987, Lanes on structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
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: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005095, Location: 2.82 MI S OF US 290 (Lat: 29.944225, Lng: -95.768831), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: DITCH K150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.987, Lanes on structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
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: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351005096, Location: 2.82 MI S OF US 290 (Lat: 29.944225, Lng: -95.768286), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: DITCH K150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.987, Lanes on structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.2m (66.3ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351005096, Location: 2.82 MI S OF US 290 (Lat: 29.944225, Lng: -95.768286), Route carried "on" structure: Other road 99, Year Built: 2013, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 32,400 (year 2030), Design Load: HL 93, Features Intersected: DITCH K150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.987, Lanes on structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.2m (66.3ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006117, Location: 1.00 MI W OF IH 45 (Lat: 30.087522, Lng: -95.450733), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,000 (year 2016), Average Future Daily Traffic: 2,000 (year 2036), Design Load: HL 93, Features Intersected: SH 99, Facility Carried by Structure: HOLZWARTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.540, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 28.3m (92.8ft)
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, Underclear: High priority of corrective action, 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: 121020351006117, Location: 1.00 MI W OF IH 45 (Lat: 30.087522, Lng: -95.450733), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,000 (year 2016), Average Future Daily Traffic: 2,000 (year 2036), Design Load: HL 93, Features Intersected: SH 99, Facility Carried by Structure: HOLZWARTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.540, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 28.3m (92.8ft)
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, Underclear: High priority of corrective action, 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: 121020351006118, Location: 0.10 MI W OF IH 45 (Lat: 30.092300, Lng: -95.437244), Route carried "on" structure: Ramp Other road 99, Year Built: 2016, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: NATURAL GROUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.960, 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: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006118, Location: 0.10 MI W OF IH 45 (Lat: 30.092300, Lng: -95.437244), Route carried "on" structure: Ramp Other road 99, Year Built: 2016, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: NATURAL GROUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.960, 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: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006119, Location: 0.10 MI W OF IH 45 (Lat: 30.092881, Lng: -95.436928), Route carried "on" structure: Ramp Other road 99, Year Built: 2016, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: NATURAL GROUND
Minimum Vertical Clearance: 9.98m (32.74ft), Kilometerpoint: 66.263, 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: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006119, Location: 0.10 MI W OF IH 45 (Lat: 30.092881, Lng: -95.436928), Route carried "on" structure: Ramp Other road 99, Year Built: 2016, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: NATURAL GROUND
Minimum Vertical Clearance: 9.98m (32.74ft), Kilometerpoint: 66.263, 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: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006125, Location: AT JCT US 290, SH 99 (Lat: 30.002006, Lng: -95.769292), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 73.33m (240.58ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2035), Design Load: HL 93, Features Intersected: US 290; SH 99; & Conn
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.621, Lanes on structure: 1, Lanes under structure: 12, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 19, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal 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: 121020351006125, Location: AT JCT US 290, SH 99 (Lat: 30.002006, Lng: -95.769292), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 73.33m (240.58ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2035), Design Load: HL 93, Features Intersected: US 290; SH 99; & Conn
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.621, Lanes on structure: 1, Lanes under structure: 12, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 19, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal 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: 121020351006126, Location: AT JCT OF SH 99, US 290 (Lat: 30.003750, Lng: -95.769369), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 53.77m (176.41ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESWOOD DR; FRTG RDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.621, Lanes on structure: 1, Lanes under structure: 10, Base Highway Network: Yes, 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: 17, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006126, Location: AT JCT OF SH 99, US 290 (Lat: 30.003750, Lng: -95.769369), Route carried "on" structure: Ramp Other road 99, Year Built: 2015, Status: Open, Structure Length: 53.77m (176.41ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESWOOD DR; FRTG RDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.621, Lanes on structure: 1, Lanes under structure: 10, Base Highway Network: Yes, 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: 17, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006127, Location: 0.25 MI W OF IH 45 (Lat: 30.091794, Lng: -95.439383), Route carried "on" structure: ServiceOther road 99, Year Built: 2016, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,000 (year 2015), Average Future Daily Traffic: 3,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.750, Lanes on structure: 3, 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: 35.1m (115.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft)
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: High priority of replacement, 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: 121020351006127, Location: 0.25 MI W OF IH 45 (Lat: 30.091794, Lng: -95.439383), Route carried "on" structure: ServiceOther road 99, Year Built: 2016, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,000 (year 2015), Average Future Daily Traffic: 3,000 (year 2035), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.750, Lanes on structure: 3, 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: 35.1m (115.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft)
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: High priority of replacement, 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: 121020351006128, Location: 0.25 MI W IOF IH 45 (Lat: 30.092167, Lng: -95.439306), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2036), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.038, 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: 34.4m (112.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 121020351006128, Location: 0.25 MI W IOF IH 45 (Lat: 30.092167, Lng: -95.439306), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2036), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.038, 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: 34.4m (112.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 121020351006129, Location: AT JCT IH 45 AND SH 99 (Lat: 30.091636, Lng: -95.440453), Route carried "on" structure: Ramp State highway 99, Year Built: 2016, Status: Open, Structure Length: 118.08m (387.40ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2036), Design Load: HL 93, Features Intersected: IH 45; SH 99; ENERGY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.056, Lanes on structure: 1, Lanes under structure: 22, 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: 29, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal 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: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006129, Location: AT JCT IH 45 AND SH 99 (Lat: 30.091636, Lng: -95.440453), Route carried "on" structure: Ramp State highway 99, Year Built: 2016, Status: Open, Structure Length: 118.08m (387.40ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2036), Design Load: HL 93, Features Intersected: IH 45; SH 99; ENERGY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.056, Lanes on structure: 1, Lanes under structure: 22, 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: 29, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal 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: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102035100613, Location: 0.25 MI W OF IH 45 (Lat: 30.092486, Lng: -95.438972), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2036), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.070, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
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, 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: 12102035100613, Location: 0.25 MI W OF IH 45 (Lat: 30.092486, Lng: -95.438972), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2036), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.070, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
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, 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: 121020351006133, Location: 0.25 MI W OF IH 45 (Lat: 30.092822, Lng: -95.438978), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,000 (year 2016), Average Future Daily Traffic: 3,000 (year 2036), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.5m (50.9ft)
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: 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: 121020351006133, Location: 0.25 MI W OF IH 45 (Lat: 30.092822, Lng: -95.438978), Route carried "on" structure: Other road 99, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,000 (year 2016), Average Future Daily Traffic: 3,000 (year 2036), Design Load: HL 93, Features Intersected: FUTURE ENERGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.5m (50.9ft)
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: 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: 121020351006136, Location: 0.85 MI W OF MUESCHKE RD (Lat: 30.051008, Lng: -95.748072), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, 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: 33.484, 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, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006136, Location: 0.85 MI W OF MUESCHKE RD (Lat: 30.051008, Lng: -95.748072), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 2%, 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: 33.484, 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, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006137, Location: 4.85 MI NE OF US 290 (Lat: 30.053503, Lng: -95.733986), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MUESCHKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.949, Lanes on structure: 2, Lanes under structure: 6, 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: 36.3m (119.1ft), 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: Meets minimum limits, 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: 121020351006137, Location: 4.85 MI NE OF US 290 (Lat: 30.053503, Lng: -95.733986), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MUESCHKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.949, Lanes on structure: 2, Lanes under structure: 6, 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: 36.3m (119.1ft), 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: Meets minimum limits, 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: 121020351006138, Location: 4.95 MI W OF SH 249 (Lat: 30.052150, Lng: -95.697514), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESS ROSEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.441, Lanes on structure: 2, Lanes under structure: 6, 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: 36.9m (121.1ft), 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006138, Location: 4.95 MI W OF SH 249 (Lat: 30.052150, Lng: -95.697514), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESS ROSEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.441, Lanes on structure: 2, Lanes under structure: 6, 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: 36.9m (121.1ft), 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006139, Location: 1.3 MI E OF MUESCHKE RD (Lat: 30.054561, Lng: -95.712192), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 8.56m (28.08ft), 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
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.976, 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: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006139, Location: 1.3 MI E OF MUESCHKE RD (Lat: 30.054561, Lng: -95.712192), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 8.56m (28.08ft), 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
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.976, 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: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102035100614, Location: 4.95 MI W OF SH 249 (Lat: 30.052361, Lng: -95.697486), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESS ROSEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.489, Lanes on structure: 2, Lanes under structure: 6, 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: 36.9m (121.1ft), 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102035100614, Location: 4.95 MI W OF SH 249 (Lat: 30.052361, Lng: -95.697486), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESS ROSEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.489, Lanes on structure: 2, Lanes under structure: 6, 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: 36.9m (121.1ft), 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006141, Location: 4.85 MI NE OF US 290 (Lat: 30.053275, Lng: -95.733964), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MUESCHKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.900, Lanes on structure: 2, Lanes under structure: 6, 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: 36.3m (119.1ft), 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: Meets minimum limits, 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: 121020351006141, Location: 4.85 MI NE OF US 290 (Lat: 30.053275, Lng: -95.733964), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: MUESCHKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.900, Lanes on structure: 2, Lanes under structure: 6, 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: 36.3m (119.1ft), 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: Meets minimum limits, 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: 121020351006142, Location: 1.3 MI E OF MUESCHKE RD (Lat: 30.054803, Lng: -95.712239), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 8.56m (28.08ft), 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
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.057, 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: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020351006142, Location: 1.3 MI E OF MUESCHKE RD (Lat: 30.054803, Lng: -95.712239), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 8.56m (28.08ft), 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
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.057, 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: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020351006143, Location: 0.25 MI N OF US 290 (Lat: 30.002647, Lng: -95.768947), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESSWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.497, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 30.5m (100.1ft), 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, Underclear: Equal to present desirable criteria, 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: 121020351006143, Location: 0.25 MI N OF US 290 (Lat: 30.002647, Lng: -95.768947), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESSWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.497, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 30.5m (100.1ft), 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, Underclear: Equal to present desirable criteria, 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: 121020351006144, Location: 2.00 MI N OF US 290 (Lat: 30.024803, Lng: -95.766394), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.95m (229.49ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2035), Design Load: HL 93, Features Intersected: LITTLE CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.040, Lanes on structure: 4, 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: 20, 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: Satisfactory, 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: 121020351006144, Location: 2.00 MI N OF US 290 (Lat: 30.024803, Lng: -95.766394), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 69.95m (229.49ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2035), Design Load: HL 93, Features Intersected: LITTLE CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.040, Lanes on structure: 4, 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: 20, 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: Satisfactory, 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: 121020351006145, Location: 0.25 MI N OF US 290 (Lat: 30.002608, Lng: -95.769144), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESSWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.578, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 30.5m (100.1ft), 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, Underclear: Equal to present desirable criteria, 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: 121020351006145, Location: 0.25 MI N OF US 290 (Lat: 30.002608, Lng: -95.769144), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: CYPRESSWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.578, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 30.5m (100.1ft), 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, Underclear: Equal to present desirable criteria, 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: 121020351006146, Location: 1.50 MI N OF US 290 (Lat: 30.020292, Lng: -95.767683), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SCHIEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.187, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 121020351006146, Location: 1.50 MI N OF US 290 (Lat: 30.020292, Lng: -95.767683), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SCHIEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.187, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 121020351006147, Location: 3.20 MI N OF US 290 (Lat: 30.042733, Lng: -95.756553), 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: 32.261, 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: 121020351006147, Location: 3.20 MI N OF US 290 (Lat: 30.042733, Lng: -95.756553), 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: 32.261, 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: 121020351006149, Location: 1.50 MI N OF US 290 (Lat: 30.020336, Lng: -95.767906), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SCHIEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.509, Lanes on structure: 2, Lanes under 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: 34.1m (111.9ft), 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, 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: 121020351006149, Location: 1.50 MI N OF US 290 (Lat: 30.020336, Lng: -95.767906), Route carried "on" structure: Other road 99, Year Built: 2015, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2035), Design Load: HL 93, Features Intersected: SCHIEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.509, Lanes on structure: 2, Lanes under 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: 34.1m (111.9ft), 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, 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