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

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Structure Number: 121020027107592,  Location: 4.9 MI E OF SH 6 (Lat: 29.784975,  Lng: -95.560092),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 46.39m (152.20ft),  Average Daily Traffic: 16,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: IH 10 & BW 8
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 22,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 107.3m (352.0ft),  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: 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107593,  Location: 4.9 MI E OF SH 6 (Lat: 29.784128,  Lng: -95.566167),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 46.91m (153.90ft),  Average Daily Traffic: 16,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: IH 10 & BW 8
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 22,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 111.6m (366.1ft),  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: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107594,  Location: 4.90 MI E OF SH 6 (Lat: 29.785064,  Lng: -95.560083),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 130.97m (429.69ft),  Average Daily Traffic: 16,500 (year 2016),  Average Future Daily Traffic: 27,500 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: IH 10 WB FR & BW 8 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 24,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107595,  Location: 4.90 MI E OF SH 6 (Lat: 29.784036,  Lng: -95.565478),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1989,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 85.28m (279.79ft),  Average Daily Traffic: 16,500 (year 2016),  Average Future Daily Traffic: 33,000 (year 2036),  Design Load: HS 20,  Features Intersected: IH 10 EB FR & BW 8 SB FR
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: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 80.2m (263.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107596,  Location: 0.90 MI W OF IH 610 (Lat: 29.783928,  Lng: -95.468075),  Route carried "on" structure: Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 160,116 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 212,870 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: SILBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 9,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 46.5m (152.6ft)

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

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Structure Number: 121020027107597,  Location: 0.90 MI W OF IH 610 (Lat: 29.783928,  Lng: -95.468075),  Route carried "on" structure: Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 160,776 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 238,820 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: SILBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 9,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 46.5m (152.6ft)

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

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Structure Number: 121020027107598,  Location: 4.9 MI E OF SH 6 (Lat: 29.784906,  Lng: -95.562358),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 141,891 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 275,000 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BW 8 FRTG RDS
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107599,  Location: 4.9 MI E OF SH 6 (Lat: 29.784231,  Lng: -95.563853),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 153,286 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 275,000 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BW 8 FRTG RDS
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1210200271076,  Location: 4.9 MI E OF SH 6 (Lat: 29.783106,  Lng: -95.562603),  Route carried "on" structure: ServiceState highway 8,  Year Built: 2007,  Status: Open,  Structure Length: 49.23m (161.52ft),  Average Daily Traffic: 16,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107601,  Location: 4.9 MI E OF SH 6 (Lat: 29.787394,  Lng: -95.563606),  Route carried "on" structure: ServiceState highway 8,  Year Built: 2007,  Status: Open,  Structure Length: 54.93m (180.22ft),  Average Daily Traffic: 16,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Cast-file-Place

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Structure Number: 121020027107602,  Location: 2.1 MI E OF SH 6 (Lat: 29.784411,  Lng: -95.610264),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 123,775 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 138,540 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.711,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107603,  Location: 2.1 MI E OF SH 6 (Lat: 29.784233,  Lng: -95.610272),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 15,135 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,130 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.714,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107604,  Location: 2.1 MI E OF SH 6 (Lat: 29.785197,  Lng: -95.609789),  Route carried "on" structure: Interstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 105,907 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 138,540 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.711,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Better than present minimum 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: 121020027107605,  Location: 2.1 MI E OF SH 6 (Lat: 29.785386,  Lng: -95.609853),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 50,770 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 71,090 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.716,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107606,  Location: 1.6 MI W OF BW 8 (Lat: 29.784372,  Lng: -95.590781),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 123,775 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 138,540 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: N KIRKWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.593,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  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: 39.3m (128.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107607,  Location: 3.4 MI E OF SH 6 (Lat: 29.785075,  Lng: -95.589847),  Route carried "on" structure: Interstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 160,407 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 138,540 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: N KIRKWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.593,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  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: 39.3m (128.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Better than present minimum 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: 121020027107608,  Location: 2.3 MI E OF SH 6 (Lat: 29.784492,  Lng: -95.606531),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 123,775 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 138,540 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: DAIRY ASHFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.030,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  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: 37.9m (124.3ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107609,  Location: 2.3 MI E OF SH 6 (Lat: 29.785144,  Lng: -95.605997),  Route carried "on" structure: Interstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 105,907 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 138,540 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: DAIRY ASHFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.030,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  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: 41.5m (136.2ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102002710761,  Location: AT JCT BW 8 AND IH 10 (Lat: 29.785086,  Lng: -95.553383),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 265,257 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 656,470 (year 2035),  Design Load: HS 20,  Features Intersected: RUMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 22,  Owner: State Highway Agency,  Approaching Roadway Width: 101.2m (332.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 121020027107611,  Location: 0.10 MI W OF BW 8 (Lat: 29.785231,  Lng: -95.566114),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 266,639 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 393,000 (year 2035),  Design Load: HS 20,  Features Intersected: RUMMEL CREEK & TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 21,  Owner: State Highway Agency,  Approaching Roadway Width: 101.2m (332.0ft),  Skew: 9 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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 121020027107612,  Location: 1.30 MI E OF BW 8 (Lat: 29.784981,  Lng: -95.535097),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 44.81m (147.01ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,000 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: IH 10 WB EXIT RAMP 4-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107613,  Location: 1.40 MI E OF BW 8 (Lat: 29.784008,  Lng: -95.538792),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 47.55m (156.00ft),  Average Daily Traffic: 375,126 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 435,146 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: IH 10 EB EXIT RP 4-G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: 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: 121020027107614,  Location: 2.20 MI E OF BW 8 (Lat: 29.784814,  Lng: -95.523025),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 39.32m (129.00ft),  Average Daily Traffic: 11,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,000 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: IH 10 WB ENTR RAMP 4-J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: 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: 121020027107615,  Location: 2.20 MI E OF BW 8 (Lat: 29.783917,  Lng: -95.528217),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 51.21m (168.01ft),  Average Daily Traffic: 375,126 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 600,202 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: IH 10 EB EXIT RAMP 4-L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: 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: 121020027107616,  Location: 1.90 MI E OF BW 8 (Lat: 29.784053,  Lng: -95.532247),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 170,177 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 250,000 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: BUNKER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  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: 39.0m (128.0ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: 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: 121020027107617,  Location: 1.90 MI E OF BW 8 (Lat: 29.784917,  Lng: -95.531367),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 141,891 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 250,000 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: BUNKER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  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: 39.0m (128.0ft),  Curb-To-Curb Width: 51.3m (168.3ft),  Out-to-Out Width: 52.0m (170.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107618,  Location: 2.45 MI E OF BW 8 (Lat: 29.783997,  Lng: -95.521725),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 170,177 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 209,380 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: BLALOCK RD; ECHO LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.268,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107619,  Location: 2.45 MI E OF BW 8 (Lat: 29.784731,  Lng: -95.520831),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 141,891 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 209,380 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: BLALOCK RD; ECHO LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.268,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  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: 41.5m (136.2ft),  Out-to-Out Width: 42.3m (138.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Better than present minimum 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: 121020027107622,  Location: 1.15 MI E OF BW 8 (Lat: 29.784156,  Lng: -95.544642),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 170,177 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 600,201 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: GESSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.2m (138.5ft)

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

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Structure Number: 121020027107623,  Location: 1.15 MI E OF BW 8 (Lat: 29.784864,  Lng: -95.543347),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 141,891 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 626,460 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: GESSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.2m (138.5ft)

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

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Structure Number: 121020027107624,  Location: 0.25 MI E OF GESSNER RD (Lat: 29.784236,  Lng: -95.540161),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 265,257 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 535,894 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 97.5m (319.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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,  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

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Structure Number: 121020027107627,  Location: AT JCT SH 6 AND IH 10 (Lat: 29.785183,  Lng: -95.644211),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 105,907 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 250,000 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: SH 6 FRTG RDS
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  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: 37.9m (124.3ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Equal to present minimum 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: 121020027107628,  Location: AT JCT SH 6 AND IH 10 (Lat: 29.784486,  Lng: -95.645419),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 115,258 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 250,000 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: SH 6 FRTG RDS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  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: 38.4m (126.0ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Equal to present minimum 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: 121020027107629,  Location: 1.60 MI E OF SH 6 (Lat: 29.785189,  Lng: -95.617264),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 105,907 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 260,000 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: ELDRIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Equal to present minimum 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: 12102002710763,  Location: 1.60 MI E OF SH 6 (Lat: 29.784519,  Lng: -95.618242),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 123,775 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 250,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ELDRIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: Equal to present minimum 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: 121020027107631,  Location: 1.25 MI E OF SH 6 (Lat: 29.784508,  Lng: -95.624072),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 123,775 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 300,000 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107632,  Location: 1.25 MI E OF SH 6 (Lat: 29.785189,  Lng: -95.623556),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 105,907 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 200,000 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107633,  Location: 1.25 MI E OF SH 6 (Lat: 29.785414,  Lng: -95.623564),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 17,670 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,080 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 Cast-file-Place

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Structure Number: 121020027107634,  Location: 1.25 MI E OF SH 6 (Lat: 29.784353,  Lng: -95.624078),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 301,466 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 331,613 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107635,  Location: 0.50 MI E OF SH 6 (Lat: 29.785233,  Lng: -95.635694),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 48.16m (158.01ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 16.1m (52.8ft)

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