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

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Structure Number: 121020027114694,  Location: US 290 & IH 610 (Lat: 29.800622,  Lng: -95.449450),  Route carried "on" structure: Interstate 610,  Year Built: 2017,  Status: Open,  Structure Length: 49.65m (162.89ft),  Average Daily Traffic: 79,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,330 (year 2036),  Design Load: HL 93,  Features Intersected: W. 18th St.
Minimum Vertical Clearance: 7.72m (25.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

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

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Structure Number: 121020027114695,  Location: Jct of US290 & IH610 (Lat: 29.803219,  Lng: -95.448453),  Route carried "on" structure: Ramp US 290,  Year Built: 2017,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 46,500 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,600 (year 2036),  Design Load: HL 93,  Features Intersected: IH 610 Turnarounds
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114696,  Location: IH610 & US 290 (Lat: 29.785808,  Lng: -95.451425),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2020,  Status: Open,  Structure Length: 356.34m (1169.09ft),  Average Daily Traffic: 31,695 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,550 (year 2031),  Design Load: HL 93,  Features Intersected: IH610;US290;Mangum&Dacom,  Facility Carried by Structure: IH610 E&W/US290(C)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 36,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 84,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.3m (53.5ft)

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: 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: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114697,  Location: 3.30 MI E OF US 290 (Lat: 29.813144,  Lng: -95.399417),  Route carried "on" structure: Interstate 610,  Year Built: 1963,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 101,314 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 134,535 (year 2030),  Design Load: HS 20,  Features Intersected: YALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.144,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $366,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114698,  Location: 3.8 MI E OF US 290 (Lat: 29.814136,  Lng: -95.391567),  Route carried "on" structure: Interstate 610,  Year Built: 1963,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 101,314 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 134,535 (year 2030),  Design Load: HS 20,  Features Intersected: NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.907,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $366,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114699,  Location: 4.3 MI E OF US 290 (Lat: 29.814139,  Lng: -95.382483),  Route carried "on" structure: Interstate 610,  Year Built: 1963,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 101,314 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 134,535 (year 2030),  Design Load: HS 20,  Features Intersected: AIRLINE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.787,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $366,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210200271147,  Location: 2.60 MI E OF US 290 (Lat: 29.812928,  Lng: -95.412075),  Route carried "on" structure: Interstate 610,  Year Built: 1963,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 89,951 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 119,280 (year 2030),  Design Load: HS 20,  Features Intersected: DURHAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.021,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114701,  Location: 2.60 MI E OF US 290 (Lat: 29.812953,  Lng: -95.410636),  Route carried "on" structure: Interstate 610,  Year Built: 1963,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 101,314 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 119,280 (year 2030),  Design Load: HS 20,  Features Intersected: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.093,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 21.9m (71.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114707,  Location: US 290 & IH 610 (Lat: 29.800703,  Lng: -95.451406),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 10,000 (year 2016),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: 18th STREET S U-TURN
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: Local Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  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: 121020027115009,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.710642,  Lng: -95.264850),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1953,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 13,230 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,520 (year 2033),  Features Intersected: PLUM CREEK,  Facility Carried by Structure: EAST LOOP FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.707,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115177,  Location: AT IH 610/IH 10 INTER (Lat: 29.777572,  Lng: -95.263519),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 136,937 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 132,020 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.387,  Lanes on structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 39 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: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 121020027115325,  Location: 0.40 MI S OF IH 10 (Lat: 29.769553,  Lng: -95.265097),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 9,510 (year 2013),  Average Future Daily Traffic: 4,755 (year 2033),  Design Load: H 20,  Features Intersected: IH 610,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.403,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115328,  Location: 2.00 MI S OF IH 10 (Lat: 29.746092,  Lng: -95.264989),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 84,191 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 92,110 (year 2033),  Design Load: HS 20,  Features Intersected: PTRA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.855,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115329,  Location: 2.20 MI S OF IH 10 (Lat: 29.743444,  Lng: -95.264872),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 84,191 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 92,110 (year 2033),  Design Load: HS 20,  Features Intersected: MISSISSIPPI ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.871,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $375,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102002711533,  Location: 2.55 MI S OF IH 10 (Lat: 29.738169,  Lng: -95.265269),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 16,180 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,000 (year 2029),  Design Load: H 20,  Features Intersected: IH 610,  Facility Carried by Structure: CLINTON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115334,  Location: 2.65 MI S OF IH 10 (Lat: 29.736800,  Lng: -95.265461),  Route carried "on" structure: Alternate City street ,  Year Built: 1970,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2029),  Design Load: H 20,  Features Intersected: IH 610,  Facility Carried by Structure: PORT ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Lanes under structure: 10,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115344,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709203,  Lng: -95.270411),  Route carried "on" structure: Ramp State highway 225,  Year Built: 1974,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 3,826 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,200 (year 2033),  Design Load: HS 20,  Features Intersected: SH 225 EBFR & PLUM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.483,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 Cast-file-Place

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Structure Number: 121020027115346,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709625,  Lng: -95.267953),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1974,  Status: Open,  Structure Length: 65.20m (213.91ft),  Average Daily Traffic: 12,520 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,530 (year 2031),  Design Load: HS 20,  Features Intersected: IH 610 & SH 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.267,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 19,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 65.20m (213.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,027,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $1,284,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115347,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709536,  Lng: -95.266828),  Route carried "on" structure: State highway 225,  Year Built: 1974,  Status: Open,  Structure Length: 46.15m (151.41ft),  Average Daily Traffic: 11,440 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,020 (year 2033),  Design Load: HS 20,  Features Intersected: IH 610 and Ramps
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 8.378,  Lanes on structure: 3,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.15m (151.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $189,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115348,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709700,  Lng: -95.266747),  Route carried "on" structure: State highway 225,  Year Built: 1974,  Status: Open,  Structure Length: 34.72m (113.91ft),  Average Daily Traffic: 11,440 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,020 (year 2033),  Design Load: HS 20,  Features Intersected: IH 610; Ramps & Plum Crk
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 8.383,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 6,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Meets minimum limits,  Underclear: 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 Cast-file-Place

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Structure Number: 12102002711535,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711608,  Lng: -95.266733),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1974,  Status: Open,  Structure Length: 47.88m (157.09ft),  Average Daily Traffic: 12,030 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,840 (year 2031),  Design Load: HS 20,  Features Intersected: IH 610 & SH 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.383,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 12,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.88m (157.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115352,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709031,  Lng: -95.268583),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1974,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 65,780 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 92,090 (year 2028),  Design Load: HS 20,  Features Intersected: IH 610,  Facility Carried by Structure: S LOOP E FWY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.906,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115353,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711042,  Lng: -95.266392),  Route carried "on" structure: Interstate 610,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 132,380 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 185,290 (year 2033),  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.727,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 121020027115354,  Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709972,  Lng: -95.267175),  Route carried "on" structure: Ramp State highway 225,  Year Built: 1974,  Status: Open,  Structure Length: 18.59m (60.99ft),  Average Daily Traffic: 2,410 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,820 (year 2028),  Design Load: HS 20,  Features Intersected: IH 610
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 8.629,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102002711536,  Location: AT IH 610/IH 10 INTERCHNG (Lat: 29.776625,  Lng: -95.264347),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 40.72m (133.60ft),  Average Daily Traffic: 9,430 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,200 (year 2033),  Design Load: HS 20,  Features Intersected: IH 10 & IH 610
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.540,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.72m (133.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $100,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115377,  Location: 1.50 MI N OF SH 225 (Lat: 29.724992,  Lng: -95.266231),  Route carried "on" structure: Interstate 610,  Year Built: 1973,  Status: Open,  Structure Length: 37.49m (123.00ft),  Average Daily Traffic: 136,576 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 191,840 (year 2033),  Design Load: HS 20,  Features Intersected: HOUSTON SHIP CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.587,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 164.6m (540.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 131.1m (430.1ft),  Curb-To-Curb Width: 46.2m (151.6ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 192.09m (630.22ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2018,  Bridge Improvement Cost: $19,284,000,  Roadway Improvement Cost: $4,821,000,  Total Project Cost: $24,105,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115378,  Location: 0.60 MI N OF SH 225 (Lat: 29.719169,  Lng: -95.266450),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1972,  Status: Open,  Structure Length: 17.80m (58.40ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,180 (year 2033),  Design Load: HS 20,  Features Intersected: MANCHESTER ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.842,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115379,  Location: 0.60 MI N OF SH 225 (Lat: 29.718992,  Lng: -95.265814),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1972,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,180 (year 2033),  Design Load: HS 20,  Features Intersected: MANCHESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.842,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115381,  Location: AT IH 610/IH 10 INTERCHNG (Lat: 29.776356,  Lng: -95.265183),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1974,  Status: Open,  Structure Length: 32.52m (106.69ft),  Average Daily Traffic: 11,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,420 (year 2033),  Design Load: HS 20,  Features Intersected: IH 10 & IH 610
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 2.187,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.52m (106.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115435,  Location: 2.90 MI S OF IH 10 (Lat: 29.733856,  Lng: -95.266447),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1974,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,180 (year 2033),  Design Load: HS 20,  Features Intersected: IH 610 SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.383,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $123,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115436,  Location: 2.90 MI S OF IH 10 (Lat: 29.733044,  Lng: -95.265553),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1974,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,180 (year 2033),  Design Load: HS 20,  Features Intersected: IH 610 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115437,  Location: 0.75 MI NE OF BROADWAY (Lat: 29.709494,  Lng: -95.265906),  Route carried "on" structure: Ramp State highway 225,  Year Built: 1965,  Status: Open,  Structure Length: 23.77m (77.99ft),  Average Daily Traffic: 31,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,230 (year 2028),  Design Load: HS 20,  Features Intersected: IH 610
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 8.697,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.77m (77.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $78,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115497,  Location: 2.20 MI S OF IH 10 (Lat: 29.743444,  Lng: -95.264669),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 45,799 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 92,110 (year 2033),  Design Load: HS 20,  Features Intersected: MISSISSIPPI ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.871,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115498,  Location: 2.00 MI S OF IH 10 (Lat: 29.746147,  Lng: -95.264783),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 45,799 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 92,110 (year 2033),  Design Load: HS 20,  Features Intersected: PTRA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.855,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115703,  Location: 1.0 MI N OF SH 225 (Lat: 29.722639,  Lng: -95.266064),  Route carried "on" structure: Interstate 610,  Year Built: 1973,  Status: Open,  Structure Length: 107.02m (351.12ft),  Average Daily Traffic: 66,868 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,640 (year 2031),  Design Load: HS 20,  Features Intersected: UPRR;PTRA;RAMP & CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.587,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 36,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115704,  Location: 1.0 MI N OF SH 225 (Lat: 29.722639,  Lng: -95.266267),  Route carried "on" structure: Interstate 610,  Year Built: 1973,  Status: Open,  Structure Length: 107.02m (351.12ft),  Average Daily Traffic: 69,727 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,640 (year 2030),  Design Load: HS 20,  Features Intersected: UPRR;PTRA;RAMP & CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.587,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 36,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115705,  Location: 1.75 MI N OF SH 225 (Lat: 29.727506,  Lng: -95.266608),  Route carried "on" structure: Interstate 610,  Year Built: 1973,  Status: Open,  Structure Length: 47.49m (155.81ft),  Average Daily Traffic: 66,868 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,640 (year 2031),  Design Load: HS 20,  Features Intersected: HIGH LEVEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.587,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027115706,  Location: 1.75 MI N OF SH 225 (Lat: 29.727506,  Lng: -95.266867),  Route carried "on" structure: Interstate 610,  Year Built: 1973,  Status: Open,  Structure Length: 47.49m (155.81ft),  Average Daily Traffic: 69,727 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,640 (year 2031),  Design Load: HS 20,  Features Intersected: HIGH LEVEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.587,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116151,  Location: 1.1 MI W OF US 90 A (Lat: 29.679286,  Lng: -95.446586),  Route carried "on" structure: Interstate 610,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 138,141 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 196,950 (year 2033),  Design Load: HS 20,  Features Intersected: BASSOON DR & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.161,  Lanes on structure: 12,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 60.9m (199.8ft),  Out-to-Out Width: 62.4m (204.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.26m (43.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $766,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $958,000,  Deck Structure Type: Concrete Cast-file-Place