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

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Structure Number: 121020325604361,  Location: 3.25 MI E OF SH 35 (Lat: 29.600892,  Lng: -95.232900),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,805 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,120 (year 2032),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-120-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.901,  Lanes on structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020325604362,  Location: 3.40 MI E OF SH 35 (Lat: 29.600975,  Lng: -95.228186),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,090 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,660 (year 2032),  Design Load: HS 20,  Features Intersected: BEAMER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.619,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020325604374,  Location: 0.40 MI W OF SH 35 (Lat: 29.600408,  Lng: -95.299994),  Route carried "on" structure: Other road 8,  Year Built: 1995,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 19,510 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,280 (year 2032),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.775,  Lanes on structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 69.8m (229.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020

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Structure Number: 121020325604495,  Location: 5.0 MI of IH 45 (Lat: 29.600008,  Lng: -95.300236),  Route carried "on" structure: ServiceState highway 8,  Year Built: 2016,  Status: Open,  Structure Length: 44.99m (147.60ft),  Average Daily Traffic: 13,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,300 (year 2035),  Design Load: HL 93,  Features Intersected: Mykawa Rd. & ATSF R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.258,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604496,  Location: 5.2 MI W of IH 45 (Lat: 29.600903,  Lng: -95.295381),  Route carried "on" structure: ServiceState highway 8,  Year Built: 2016,  Status: Open,  Structure Length: 47.52m (155.91ft),  Average Daily Traffic: 31,500 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,300 (year 2035),  Design Load: HL 93,  Features Intersected: Mykawa & ATSF R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.258,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005001,  Location: 0.90 MI N OF IH 10 (Lat: 29.798806,  Lng: -95.775272),  Route carried "on" structure: ServiceState highway 99,  Year Built: 1990,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,300 (year 2013),  Average Future Daily Traffic: 9,300 (year 2033),  Design Load: HS 20,  Features Intersected: Mason Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.196,  Lanes on structure: 3,  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: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005002,  Location: 0.90 MI N OF IH 10 (Lat: 29.799139,  Lng: -95.776417),  Route carried "on" structure: ServiceState highway 99,  Year Built: 1990,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,300 (year 2013),  Average Future Daily Traffic: 9,300 (year 2033),  Design Load: HS 20,  Features Intersected: Mason Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.196,  Lanes on structure: 3,  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: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005035,  Location: 0.9 MI S OF IH 10 (Lat: 29.771831,  Lng: -95.776908),  Route carried "on" structure: State highway 99,  Year Built: 2005,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 30,450 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,640 (year 2033),  Design Load: HS 20,  Features Intersected: Kingsland Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.213,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005036,  Location: 0.90 MI S OF IH 10 (Lat: 29.772472,  Lng: -95.777531),  Route carried "on" structure: State highway 99,  Year Built: 2005,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 30,450 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,640 (year 2033),  Design Load: HS 20,  Features Intersected: Kingsland Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.210,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005037,  Location: 0.1 MI N OF IH 10 (Lat: 29.786275,  Lng: -95.776683),  Route carried "on" structure: ServiceState highway 99,  Year Built: 2005,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 7,090 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,930 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Ditch T 101-03-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020351005038,  Location: 0.1 MI N OF IH 10 (Lat: 29.786283,  Lng: -95.777919),  Route carried "on" structure: ServiceState highway 99,  Year Built: 2005,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 8,240 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,540 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Ditch T 101-03-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020351005048,  Location: 3.3 Mi W of Fry Rd (Lat: 29.779808,  Lng: -95.776975),  Route carried "on" structure: Ramp State highway 99,  Year Built: 2012,  Status: Open,  Structure Length: 66.29m (217.49ft),  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,000 (year 2033),  Design Load: HL 93,  Features Intersected: IH 10 EBFR & SH 99 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005052,  Location: 4.00 MI S OF US 290 (Lat: 29.940100,  Lng: -95.765700),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: BRIDGELAND CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.493,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  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: 121020351005053,  Location: 4.00 MI S OF US 290 (Lat: 29.940600,  Lng: -95.766400),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: BRIDGELAND CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.493,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  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: 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: 121020351005054,  Location: 5.33 MI S OF US 290 (Lat: 29.921789,  Lng: -95.761953),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: TUCKERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.393,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 60.7m (199.1ft),  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: 121020351005055,  Location: 5.33 MI S OF US 290 (Lat: 29.922583,  Lng: -95.762372),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: TUCKERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.393,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 60.4m (198.2ft),  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: 121020351005056,  Location: 5.56 MI S OF US 290 (Lat: 29.919092,  Lng: -95.762461),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.112,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable 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: 121020351005057,  Location: 5.56 MI S OF US 290 (Lat: 29.919083,  Lng: -95.761686),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Closed,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.112,  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: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: 121020351005058,  Location: 5.56 MI S OF US 290 (Lat: 29.917272,  Lng: -95.761847),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.894,  Lanes on 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: 6,  Length of Maximum Span: 33.5m (109.9ft),  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,  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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005059,  Location: 5.56 MI S OF US 290 (Lat: 29.919083,  Lng: -95.762242),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.894,  Lanes on 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: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102035100506,  Location: 3.10 MI S OF US 290 (Lat: 29.953058,  Lng: -95.769561),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: BRIDGELAND LAKE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.997,  Lanes on structure: 2,  Lanes under structure: 8,  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: 38.7m (127.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  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: 121020351005061,  Location: 3.10 MI S OF US 290 (Lat: 29.953875,  Lng: -95.769939),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: BRIDGELAND LAKE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.997,  Lanes on structure: 2,  Lanes under structure: 8,  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: 38.7m (127.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  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: 121020351005062,  Location: 1.98 MI S OF US 290 (Lat: 29.960500,  Lng: -95.769500),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 103.21m (338.62ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.830,  Lanes on 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: 27,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005063,  Location: 1.98 MI S OF US 290 (Lat: 29.969853,  Lng: -95.769831),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 103.21m (338.62ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.830,  Lanes on 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: 27,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present 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: 121020351005064,  Location: 1.34 MI S OF US 290 (Lat: 29.979239,  Lng: -95.769778),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 17.68m (58.01ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: LOUETTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.723,  Lanes on structure: 2,  Lanes under structure: 9,  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: 4,  Number Of Approach Spans: 1,  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: 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: 121020351005065,  Location: 1.34 MI S OF US 290 (Lat: 29.977669,  Lng: -95.769400),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 17.68m (58.01ft),  Average Daily Traffic: 19,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,400 (year 2030),  Design Load: HL 93,  Features Intersected: LOUETTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.723,  Lanes on structure: 2,  Lanes under structure: 9,  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: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Better than 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: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005066,  Location: 1.1 MI N OF IH 10 (Lat: 29.801469,  Lng: -95.775325),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 28,600 (year 2010),  Average Future Daily Traffic: 46,200 (year 2030),  Design Load: HL 93,  Features Intersected: FRANZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020351005067,  Location: 1.1 MI N OF IH 10 (Lat: 29.802333,  Lng: -95.775622),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 28,600 (year 2010),  Average Future Daily Traffic: 46,200 (year 2030),  Design Load: HL 93,  Features Intersected: FRANZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

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: 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: 121020351005068,  Location: 0.9 N OF IH 10 (Lat: 29.798731,  Lng: -95.775661),  Route carried "on" structure: State highway 99,  Year Built: 2014,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 15,778 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,050 (year 2033),  Design Load: HL 93,  Features Intersected: MASON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.196,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005069,  Location: 0.9 MI N OF IH 10 (Lat: 29.799231,  Lng: -95.776033),  Route carried "on" structure: State highway 99,  Year Built: 2014,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 14,653 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,050 (year 2033),  Design Load: HL 93,  Features Intersected: MASON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.196,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102035100507,  Location: 4.3 MI N OF IH 10 (Lat: 29.845811,  Lng: -95.756022),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 9,000 (year 2014),  Average Future Daily Traffic: 14,060 (year 2034),  Design Load: HL 93,  Features Intersected: KEITH HARROW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.897,  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: 3,  Length of Maximum Span: 37.8m (124.0ft),  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: Better than 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: 121020351005071,  Location: 4.3 MI N OF IH 10 (Lat: 29.846697,  Lng: -95.756386),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 9,000 (year 2014),  Average Future Daily Traffic: 14,060 (year 2034),  Design Load: HL 93,  Features Intersected: KEITH HARROW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.897,  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: 3,  Length of Maximum Span: 37.8m (124.0ft),  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: 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: 121020351005072,  Location: 3.4 MI N OF IH 10 (Lat: 29.834694,  Lng: -95.759014),  Route carried "on" structure: Ramp Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 22.40m (73.49ft),  Average Daily Traffic: 9,000 (year 2010),  Average Future Daily Traffic: 14,060 (year 2030),  Design Load: HL 93,  Features Intersected: MAYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005073,  Location: 3.4 MI N OF IH 10 (Lat: 29.833164,  Lng: -95.758981),  Route carried "on" structure: Ramp Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 19.08m (62.60ft),  Average Daily Traffic: 9,000 (year 2010),  Average Future Daily Traffic: 14,060 (year 2030),  Design Load: HL 93,  Features Intersected: MAYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005074,  Location: 3.2 MI N OF IH 10 (Lat: 29.830950,  Lng: -95.760961),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 70.62m (231.69ft),  Average Daily Traffic: 9,000 (year 2010),  Average Future Daily Traffic: 14,060 (year 2030),  Design Load: HL 93,  Features Intersected: CLAY RD & MAYDE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005075,  Location: 3.2 MI N OF IH 10 (Lat: 29.836653,  Lng: -95.757883),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 71.81m (235.60ft),  Average Daily Traffic: 9,000 (year 2010),  Average Future Daily Traffic: 14,060 (year 2030),  Design Load: HL 93,  Features Intersected: CLAY RD & MAYDE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005076,  Location: 5.3 MI N OF IH 10 (Lat: 29.860419,  Lng: -95.756158),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 9,000 (year 2014),  Average Future Daily Traffic: 14,060 (year 2034),  Design Load: HL 93,  Features Intersected: BECKENDORFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.515,  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: 3,  Length of Maximum Span: 37.8m (124.0ft),  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: 121020351005077,  Location: 5.3 MI N OF IH 10 (Lat: 29.861044,  Lng: -95.756531),  Route carried "on" structure: Other road 99,  Year Built: 2014,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 9,000 (year 2014),  Average Future Daily Traffic: 14,060 (year 2034),  Design Load: HL 93,  Features Intersected: BECKENDORFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.515,  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: 3,  Length of Maximum Span: 37.8m (124.0ft),  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: 121020351005078,  Location: 8.85 MI S OF US 290 (Lat: 29.868067,  Lng: -95.756247),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 44.62m (146.39ft),  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: 12.363,  Lanes on 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: 13,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020351005079,  Location: 8.85 MI S OF US 290 (Lat: 29.872086,  Lng: -95.756667),  Route carried "on" structure: Other road 99,  Year Built: 2013,  Status: Open,  Structure Length: 44.62m (146.39ft),  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: 12.363,  Lanes on 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: 13,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels