Bridge Statistics for Houston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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