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

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Structure Number: 12102002711447,  Location: 0.40 MI W OF US 59 (Lat: 29.810033,  Lng: -95.342344),  Route carried "on" structure: Interstate 610,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 97,851 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,680 (year 2033),  Design Load: HS 20,  Features Intersected: JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.764,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 28.4m (93.2ft),  Out-to-Out Width: 29.1m (95.5ft)

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

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Structure Number: 121020027114471,  Location: 0.20 MI W OF US 59 (Lat: 29.809256,  Lng: -95.339939),  Route carried "on" structure: Interstate 610,  Year Built: 1972,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 97,851 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,680 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR & NECHES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.005,  Lanes on structure: 4,  Lanes under structure: 3,  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: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  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: 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,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114472,  Location: AT US 59 & IH 610 N LP (Lat: 29.808456,  Lng: -95.336156),  Route carried "on" structure: Interstate 610,  Year Built: 1972,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 68,340 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,680 (year 2033),  Design Load: HS 20,  Features Intersected: US 59
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 13.387,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.73m (35.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114473,  Location: 0.6 MI W OF LOCKWOOD DR (Lat: 29.808622,  Lng: -95.328572),  Route carried "on" structure: Interstate 610,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 86,377 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,190 (year 2033),  Design Load: HS 20,  Features Intersected: HIRSCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.130,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 44.4 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 121020027114474,  Location: 0.9 MI W OF HOMESTEAD (Lat: 29.809450,  Lng: -95.317200),  Route carried "on" structure: Interstate 610,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 86,377 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,190 (year 2033),  Design Load: HS 20,  Features Intersected: LOCKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.237,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 121020027114475,  Location: 1.6 MI E OF US 59 (Lat: 29.809583,  Lng: -95.308256),  Route carried "on" structure: Interstate 610,  Year Built: 1972,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 86,377 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,190 (year 2033),  Design Load: HS 20,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.076,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  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 desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020027114499,  Location: 1.6 MI N OF IH 10 (Lat: 29.796856,  Lng: -95.271711),  Route carried "on" structure: Interstate 610,  Year Built: 1994,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 60,280 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 84,390 (year 2033),  Design Load: HS 20,  Features Intersected: US 90A (McCarty Dr.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.056,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210200271145,  Location: 1.6 MI N OF IH 10 (Lat: 29.797006,  Lng: -95.271608),  Route carried "on" structure: Interstate 610,  Year Built: 1992,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 60,280 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 84,390 (year 2033),  Design Load: HS 20,  Features Intersected: US 90A (McCarty Dr.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.056,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114643,  Location: 1.3 MI N OF IH 10 (Lat: 29.793392,  Lng: -95.268836),  Route carried "on" structure: Interstate 610,  Year Built: 2010,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 136,937 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 154,630 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.580,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.8m (140.4ft)

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

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Structure Number: 121020027114644,  Location: 1.3 MI N OF IH 10 (Lat: 29.793339,  Lng: -95.268181),  Route carried "on" structure: ServiceState highway 610,  Year Built: 2012,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 17,840 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,980 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.580,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114645,  Location: 1.3 MI N OF IH 10 (Lat: 29.793058,  Lng: -95.268997),  Route carried "on" structure: ServiceState highway 610,  Year Built: 2012,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 13,840 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,380 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.580,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114646,  Location: 0.5 MI E OF HOMESTEAD RD (Lat: 29.804133,  Lng: -95.292425),  Route carried "on" structure: Interstate 610,  Year Built: 2010,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 132,861 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 168,790 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.770,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Satisfactory,  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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114647,  Location: 1.5 MI E OF LOCKWOOD DR. (Lat: 29.803942,  Lng: -95.292408),  Route carried "on" structure: ServiceState highway 610,  Year Built: 2012,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 2,040 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,850 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.785,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

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: High priority of replacement,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114648,  Location: 1.5 MI E OF LOCKWOOD DR. (Lat: 29.804667,  Lng: -95.292836),  Route carried "on" structure: ServiceState highway 610,  Year Built: 2012,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 2,100 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,940 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.759,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

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: High priority of replacement,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027114649,  Location: 1.0 MI E of LOCKWOOD (Lat: 29.809492,  Lng: -95.307167),  Route carried "on" structure: Business City street ,  Year Built: 2012,  Status: Open,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 7,690 (year 2010),  Average Future Daily Traffic: 9,000 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IH 610 & HUNTING BAYOU,  Facility Carried by Structure: KELLEY ST.
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 4.427,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Superior to present desirable 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102002711465,  Location: 0.9 MI E OF LOCKWOOD DR (Lat: 29.807303,  Lng: -95.301900),  Route carried "on" structure: Interstate 610,  Year Built: 2010,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 132,861 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 168,790 (year 2033),  Design Load: HL 93,  Features Intersected: HOMESTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.771,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 33 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: 17.4m (57.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027114651,  Location: 0.9 MI NW OF US 90A (Lat: 29.804233,  Lng: -95.284853),  Route carried "on" structure: Interstate 610,  Year Built: 2010,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 132,861 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 168,790 (year 2033),  Design Load: HL 93,  Features Intersected: WAYSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.535,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027114652,  Location: 1.2 MI N OF IH 10 (Lat: 29.792000,  Lng: -95.268161),  Route carried "on" structure: Interstate 610,  Year Built: 2010,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 136,937 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 168,790 (year 2033),  Design Load: HL 93,  Features Intersected: WALLISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.182,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027114653,  Location: 0.6 MI N OF IH 10 (Lat: 29.784711,  Lng: -95.265114),  Route carried "on" structure: Interstate 610,  Year Built: 2010,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 136,937 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 132,020 (year 2033),  Design Load: HL 93,  Features Intersected: GELLHORN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.604,  Lanes on structure: 9,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 43.1m (141.4ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027114665,  Location: 0.7 MI NE OF US 290 (Lat: 29.810767,  Lng: -95.436350),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2013,  Status: Open,  Structure Length: 22.16m (72.70ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,700 (year 2031),  Design Load: HL 93,  Features Intersected: IH610 EB EXIT RAMP
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.2m (108.9ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027114666,  Location: 1.5 MI NE OF US 290 (Lat: 29.812511,  Lng: -95.429794),  Route carried "on" structure: Interstate 610,  Year Built: 2013,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 91,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 288,400 (year 2031),  Design Load: HL 93,  Features Intersected: ELLA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.249,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

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

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Structure Number: 121020027114667,  Location: 1.5 MI NE OF US 290 (Lat: 29.812919,  Lng: -95.428950),  Route carried "on" structure: Interstate 610,  Year Built: 2013,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 89,951 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 288,400 (year 2031),  Design Load: HL 93,  Features Intersected: ELLA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.249,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027114668,  Location: 0.6 Mi S of US 290 (Lat: 29.792081,  Lng: -95.451686),  Route carried "on" structure: Interstate 610,  Year Built: 2020,  Status: Open,  Structure Length: 42.40m (139.11ft),  Average Daily Traffic: 97,646 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 136,705 (year 2039),  Design Load: HL 93,  Features Intersected: Hempstead Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020027114669,  Location: 0.6 MI S OF US 290 (Lat: 29.796069,  Lng: -95.451186),  Route carried "on" structure: Interstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 43.16m (141.60ft),  Average Daily Traffic: 242,700 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 290,300 (year 2031),  Design Load: HL 93,  Features Intersected: HEMPSTEAD HWY & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 8,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

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

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Structure Number: 12102002711467,  Location: 0.5 MI SOUTH OF US 290 (Lat: 29.796214,  Lng: -95.451756),  Route carried "on" structure: ServiceInterstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 36.03m (118.21ft),  Average Daily Traffic: 9,700 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,905 (year 2031),  Design Load: HL 93,  Features Intersected: HEMPSTEAD HWY & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 121020027114671,  Location: IH 610/US 290 INTERCHANG (Lat: 29.804217,  Lng: -95.447817),  Route carried "on" structure: Interstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 72.97m (239.40ft),  Average Daily Traffic: 150,189 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 290,300 (year 2031),  Design Load: HL 93,  Features Intersected: US 290 & W 18TH ST
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 13,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

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

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Structure Number: 121020027114672,  Location: 0.5 MI SOUTH OF US 290 (Lat: 29.793822,  Lng: -95.452233),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2013,  Status: Open,  Structure Length: 18.68m (61.29ft),  Average Daily Traffic: 7,186 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,186 (year 2031),  Design Load: HL 93,  Features Intersected: HEMPSTEAD RD U-TURN
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),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

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

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Structure Number: 121020027114673,  Location: IH 610 / US 290 INTERCHAG (Lat: 29.801867,  Lng: -95.449883),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 43.28m (141.99ft),  Average Daily Traffic: 242,700 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 290,300 (year 2031),  Design Load: HL 93,  Features Intersected: US 290 & W 18TH ST
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

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

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Structure Number: 121020027114676,  Location: 0.6 MI S OF US 290 (Lat: 29.796283,  Lng: -95.451483),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 81.56m (267.59ft),  Average Daily Traffic: 242,700 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 290,300 (year 2031),  Design Load: HL 93,  Features Intersected: HEMPSTEAD HWY & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 24,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

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

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Structure Number: 121020027114677,  Location: 0.6 MI NE OF US 290 (Lat: 29.808761,  Lng: -95.442186),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2013,  Status: Open,  Structure Length: 118.69m (389.40ft),  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2030),  Design Load: HL 93,  Features Intersected: 610JESTERU-T/A &RAMP 125
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 34,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

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

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Structure Number: 121020027114678,  Location: 0.7 MI NE OF US 290 (Lat: 29.808636,  Lng: -95.440997),  Route carried "on" structure: ServiceInterstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 16,900 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,190 (year 2031),  Design Load: HL 93,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.063,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  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: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.8m (74.8ft)

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

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Structure Number: 121020027114679,  Location: 0.7 MI NE OF US290 (Lat: 29.808986,  Lng: -95.441617),  Route carried "on" structure: ServiceInterstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,930 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,780 (year 2031),  Design Load: HL 93,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.018,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  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: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.8m (74.8ft)

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

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Structure Number: 12102002711468,  Location: 0.7 MI NE OF US 290 (Lat: 29.808200,  Lng: -95.441856),  Route carried "on" structure: Interstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 26.33m (86.38ft),  Average Daily Traffic: 91,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 290,300 (year 2031),  Design Load: HL 93,  Features Intersected: TC JESTER &WHITE OAK BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.0m (98.4ft)

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

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Structure Number: 121020027114681,  Location: 0.7 MI NE OF US 290 (Lat: 29.808569,  Lng: -95.442442),  Route carried "on" structure: Interstate 610,  Year Built: 2014,  Status: Open,  Structure Length: 26.33m (86.38ft),  Average Daily Traffic: 89,951 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 106,990 (year 2031),  Design Load: HL 93,  Features Intersected: TC JESTER &WHITE OAK BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

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

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Structure Number: 121020027114682,  Location: 0.4 MI NE OF US 290 (Lat: 29.804161,  Lng: -95.449114),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2013,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,120 (year 2031),  Design Load: HL 93,  Features Intersected: LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

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

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Structure Number: 121020027114683,  Location: 1.3 MI SOUTH OF US 290 (Lat: 29.786233,  Lng: -95.452850),  Route carried "on" structure: Ramp State highway 610,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 42.95m (140.91ft),  Average Daily Traffic: 70,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,220 (year 2031),  Design Load: HS 20,  Features Intersected: OLD KATY RD & TRANST CTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  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: 11,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very 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 Cast-file-Place

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Structure Number: 121020027114691,  Location: IH 610 & Hempstead (Lat: 29.791761,  Lng: -95.451206),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2017,  Status: Open,  Structure Length: 25.63m (84.09ft),  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,050 (year 2031),  Design Load: HL 93,  Features Intersected: Hempstead South U-turn
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),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

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

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Structure Number: 121020027114692,  Location: IH610 and W 18th st (Lat: 29.798675,  Lng: -95.449453),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2017,  Status: Open,  Structure Length: 32.71m (107.32ft),  Average Daily Traffic: 26,750 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,090 (year 2031),  Design Load: HL 93,  Features Intersected: West 18 St. EB,  Facility Carried by Structure: From RP C to IH610
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 Cast-file-Place

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Structure Number: 121020027114693,  Location: IH610 & Hempstead (Lat: 29.792656,  Lng: -95.450797),  Route carried "on" structure: ServiceInterstate 610,  Year Built: 2017,  Status: Open,  Structure Length: 32.28m (105.91ft),  Average Daily Traffic: 14,500 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,180 (year 2031),  Design Load: HL 93,  Features Intersected: Hempstead and UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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