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

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Structure Number: 121020325603483,  Location: 3.99 MI N OF US 90 BUS (Lat: 29.896483,  Lng: -95.204217),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 24.20m (79.40ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2029),  Design Load: HS 20,  Features Intersected: LAKE HOUSTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.424,  Lanes on structure: 6,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.2m (125.3ft)

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: 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: 121020325603484,  Location: 3.73 MI N OF US 90 BUS (Lat: 29.892950,  Lng: -95.203000),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 35.27m (115.72ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2029),  Design Load: HS 20,  Features Intersected: C E KING PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.843,  Lanes on structure: 6,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.2m (125.3ft)

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: 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: 121020325603485,  Location: 5.46 MI E OF US 59 (Lat: 29.931217,  Lng: -95.207550),  Route carried "on" structure: Other road 8,  Year Built: 2010,  Status: Open,  Structure Length: 88.79m (291.31ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2030),  Design Load: HS 20,  Features Intersected: LOCKWOOD RD & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.497,  Lanes on structure: 6,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable 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 Cast-file-Place

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Structure Number: 121020325603486,  Location: 5.76 MI N OF US 90 BUS (Lat: 29.924589,  Lng: -95.199411),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 53.52m (175.59ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2029),  Design Load: HS 20,  Features Intersected: W LAKE HOUSTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.577,  Lanes on structure: 6,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.2m (125.3ft)

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

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Structure Number: 121020325603487,  Location: 1.89 MI N OF US 90 BUS (Lat: 29.870250,  Lng: -95.187250),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 63,500 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.804,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  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: Equal to 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325603488,  Location: 2.93 MI N OF US 90 BUS (Lat: 29.883067,  Lng: -95.196067),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2029),  Design Load: HS 20,  Features Intersected: GARRETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.130,  Lanes on structure: 6,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: 121020325603489,  Location: 4.26 MI N OF US 90 BUS (Lat: 29.906714,  Lng: -95.202289),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2029),  Design Load: HS 20,  Features Intersected: GENERATION PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.990,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.2m (125.3ft)

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

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Structure Number: 12102032560349,  Location: 0.9 MI NW OF US 90 (Lat: 29.843111,  Lng: -95.185289),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 70.77m (232.19ft),  Average Daily Traffic: 25,619 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,000 (year 2036),  Design Load: HS 20,  Features Intersected: BUS US 90 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 6,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 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: 36.6m (120.1ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: 121020325603491,  Location: 1.6 MI N OF US 90 (Lat: 29.853264,  Lng: -95.186956),  Route carried "on" structure: Other road 8,  Year Built: 2011,  Status: Open,  Structure Length: 48.95m (160.60ft),  Average Daily Traffic: 40,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,000 (year 2036),  Design Load: HS 20,  Features Intersected: TIDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.611,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 38.3m (125.7ft)

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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325604263,  Location: 3.25 MI E OF SH 35 (Lat: 29.601186,  Lng: -95.233503),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1993,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 17,201 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,530 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-120-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.685,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604264,  Location: 3.25 MI E OF SH 35 (Lat: 29.600467,  Lng: -95.232708),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1993,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 13,855 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,240 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-120-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.760,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned 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,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604265,  Location: 0.50 MI E OF SH 35 (Lat: 29.600492,  Lng: -95.278189),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1993,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 13,143 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,750 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-125-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.111,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.0m (42.7ft)

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,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604266,  Location: 0.50 MI E OF SH 35 (Lat: 29.599800,  Lng: -95.278106),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1993,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,131 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,390 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-125-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.110,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.0m (42.7ft)

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,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604276,  Location: 3.0 MI SE OF US 90A (Lat: 29.605272,  Lng: -95.476881),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1995,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 21,883 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,060 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.893,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

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

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Structure Number: 121020325604277,  Location: 3.0 MI SE OF US 90A (Lat: 29.605708,  Lng: -95.475922),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1995,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 16,401 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,150 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH C147-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.893,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

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

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Structure Number: 121020325604278,  Location: 4.3 MI SE OF US 90A (Lat: 29.596522,  Lng: -95.456633),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1995,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 16,631 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,680 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.775,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

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: 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: 121020325604279,  Location: 4.3 MI SE OF US 90A (Lat: 29.597225,  Lng: -95.456697),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1995,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 12,630 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,680 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.775,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604293,  Location: 3.90 MI E SH288 & BW8 (Lat: 29.600372,  Lng: -95.331689),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,000 (year 2012),  Average Future Daily Traffic: 18,000 (year 2032),  Design Load: HS 20,  Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.306,  Lanes on structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 121020325604294,  Location: 0.70 MI W OF SH 35 (Lat: 29.600425,  Lng: -95.300478),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 54.19m (177.79ft),  Average Daily Traffic: 9,755 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,140 (year 2032),  Design Load: HS 20,  Features Intersected: BNSF RR & MYKAWA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.258,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 121020325604296,  Location: 0.30 MI SE OF US 90A (Lat: 29.623883,  Lng: -95.514325),  Route carried "on" structure: ServiceOther road 8,  Year Built: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 12,290 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,500 (year 2027),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.922,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604297,  Location: 0.35 MI SE OF US 90A (Lat: 29.622775,  Lng: -95.514278),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 21,883 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,500 (year 2027),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.922,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604312,  Location: 0.70 MI W OF SH 35 (Lat: 29.600458,  Lng: -95.295369),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 54.19m (177.79ft),  Average Daily Traffic: 9,755 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,140 (year 2032),  Design Load: HS 20,  Features Intersected: BNSF RR & MYKAWA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.258,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 121020325604318,  Location: 1.6 MI SE OF US 59 (Lat: 29.643983,  Lng: -95.538756),  Route carried "on" structure: Other road 8,  Year Built: 2001,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 25.18m (82.61ft),  Average Daily Traffic: 12,290 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,500 (year 2032),  Design Load: HS 20,  Features Intersected: W Airport Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.245,  Lanes on structure: 8,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 12102032560432,  Location: 3.4 MI SE OF US 59 (Lat: 29.624794,  Lng: -95.515928),  Route carried "on" structure: Other road 8,  Year Built: 2001,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 53.95m (177.00ft),  Average Daily Traffic: 12,290 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,500 (year 2032),  Design Load: HS 20,  Features Intersected: US 90A & UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.560,  Lanes on structure: 8,  Lanes under structure: 12,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

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

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Structure Number: 121020325604321,  Location: 0.3 MI SE OF US 90A (Lat: 29.623303,  Lng: -95.513964),  Route carried "on" structure: Other road 8,  Year Built: 2001,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 12,290 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,500 (year 2027),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.597,  Lanes on structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: 121020325604322,  Location: 0.35 MI SE OF US 90A (Lat: 29.623111,  Lng: -95.514328),  Route carried "on" structure: Other road 8,  Year Built: 2001,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2028),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.604,  Lanes on structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325604323,  Location: 0.7 MI SE OF US 90A (Lat: 29.620522,  Lng: -95.507992),  Route carried "on" structure: Other road 8,  Year Built: 2001,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 12,290 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,500 (year 2027),  Design Load: HS 20,  Features Intersected: FONDREN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.201,  Lanes on structure: 8,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.6m (143.0ft)

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

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Structure Number: 121020325604324,  Location: 1.70 MI SE OF US 90A (Lat: 29.613928,  Lng: -95.494997),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 24.20m (79.40ft),  Average Daily Traffic: 17,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,000 (year 2032),  Design Load: HS 20,  Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 34.891,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

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

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Structure Number: 121020325604325,  Location: 1.7 MI SE OF US 90A (Lat: 29.613200,  Lng: -95.492858),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 24.20m (79.40ft),  Average Daily Traffic: 18,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,500 (year 2032),  Design Load: HS 20,  Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 34.891,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

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

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Structure Number: 121020325604326,  Location: 1.9 MI E OF US 90A (Lat: 29.608981,  Lng: -95.483675),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 29,970 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,040 (year 2032),  Design Load: HS 20,  Features Intersected: ROCKWELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.902,  Lanes on structure: 8,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325604329,  Location: 0.9 MI W OF S POST OAK (Lat: 29.605133,  Lng: -95.475456),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 21.37m (70.11ft),  Average Daily Traffic: 14,985 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,520 (year 2032),  Design Load: HS 20,  Features Intersected: W FUQUA & HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.238,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

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

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Structure Number: 12102032560433,  Location: 3.6 MI SE OF US 90A (Lat: 29.600172,  Lng: -95.464386),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 14,985 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,520 (year 2032),  Design Load: HS 20,  Features Intersected: S POST OAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.789,  Lanes on structure: 8,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 121020325604331,  Location: 4.30 MI SE OF US 90A (Lat: 29.596806,  Lng: -95.456706),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 9,465 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,980 (year 2032),  Design Load: HS 20,  Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.824,  Lanes on structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

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

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Structure Number: 121020325604333,  Location: 1.60 MI W OF FM 521 (Lat: 29.596419,  Lng: -95.445814),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 9,465 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,980 (year 2032),  Design Load: HS 20,  Features Intersected: HIRAM CLARKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.816,  Lanes on structure: 8,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 12102032560434,  Location: 2.5 MI E OF SH 288 (Lat: 29.600042,  Lng: -95.341317),  Route carried "on" structure: Other road 8,  Year Built: 2001,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 29,970 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,040 (year 2033),  Design Load: HS 20,  Features Intersected: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.075,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 41.9m (137.5ft),  Out-to-Out Width: 43.5m (142.7ft)

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

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Structure Number: 121020325604341,  Location: 1.90 MI W OF SH 35 (Lat: 29.600403,  Lng: -95.317236),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 9,755 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,140 (year 2032),  Design Load: HS 20,  Features Intersected: S WAYSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.189,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 121020325604358,  Location: 0.50 MI E OF SH 35 (Lat: 29.600161,  Lng: -95.277983),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 11,950 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,840 (year 2032),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-125-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.326,  Lanes on structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

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

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Structure Number: 121020325604359,  Location: 1.15 MI E OF SH 35 (Lat: 29.600206,  Lng: -95.266847),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 11,950 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,840 (year 2032),  Design Load: HS 20,  Features Intersected: MONROE RD; PEARLAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.280,  Lanes on structure: 8,  Lanes under structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 12102032560436,  Location: 2.30 MI E OF SH 35 (Lat: 29.600775,  Lng: -95.247189),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 8,805 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,120 (year 2032),  Design Load: HS 20,  Features Intersected: BLACKHAWK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.389,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

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