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

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Structure Number: 121020325602088,  Location: 0.40 MI E OF US 59 (Lat: 29.940467,  Lng: -95.287767),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 28.80m (94.49ft),  Average Daily Traffic: 19,972 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,680 (year 2028),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.506,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325602094,  Location: .5MI E OF IMPERIAL VALLEY (Lat: 29.938831,  Lng: -95.390219),  Route carried "on" structure: State highway 8,  Year Built: 1986,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 14,171 (year 2020),  Average Future Daily Traffic: 125,710 (year 2032),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.753,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602096,  Location: 0.25 MI N OF BLACKWOOD (Lat: 29.939239,  Lng: -95.381308),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 20,  Features Intersected: BW 8 FR'S,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 12.590,  Lanes on structure: 6,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 35.4m (116.1ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325602099,  Location: 1.5 MI E OF ANTOINE (Lat: 29.937936,  Lng: -95.458328),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 29,526 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,310 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.050,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 1210203256021,  Location: 1.5 MI E OF ANTOINE (Lat: 29.937208,  Lng: -95.457214),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 36,815 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,410 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.166,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 121020325602101,  Location: 1.9 MI E OF ANTOINE (Lat: 29.937328,  Lng: -95.451747),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 36,815 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,410 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.724,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 121020325602102,  Location: 1.9 MI E OF ANTOINE (Lat: 29.938133,  Lng: -95.450700),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 29,526 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,310 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.808,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 121020325602103,  Location: 1.22 MI W OF US 59 (Lat: 29.939439,  Lng: -95.315717),  Route carried "on" structure: State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 16,964 (year 2020),  Average Future Daily Traffic: 130,080 (year 2028),  Design Load: HS 20,  Features Intersected: VICKERY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.960,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $61,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325602104,  Location: 1.22 MI W OF US 59 (Lat: 29.939275,  Lng: -95.315783),  Route carried "on" structure: State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 25,147 (year 2016),  Average Future Daily Traffic: 130,080 (year 2028),  Design Load: HS 20,  Features Intersected: VICKERY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.960,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.4m (83.3ft)

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

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Structure Number: 121020325602105,  Location: .5 MI E OF ALDINE W FIELD (Lat: 29.939233,  Lng: -95.349347),  Route carried "on" structure: State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 14,171 (year 2020),  Average Future Daily Traffic: 83,240 (year 2028),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.633,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 121020325602106,  Location: .5 MI E OF ALDINE W FIELD (Lat: 29.938906,  Lng: -95.350017),  Route carried "on" structure: State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 25,147 (year 2016),  Average Future Daily Traffic: 83,240 (year 2028),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.633,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 121020325602107,  Location: 2.27 MI W OF US 59 (Lat: 29.939467,  Lng: -95.332128),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 39.14m (128.41ft),  Average Daily Traffic: 4,400 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,000 (year 2028),  Design Load: HS 20,  Features Intersected: BW 8 ML & WB FR
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 74.7m (245.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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 desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020325602108,  Location: 2.15 MI W OF US 59 (Lat: 29.939511,  Lng: -95.330972),  Route carried "on" structure: Ramp City street ,  Year Built: 1990,  Status: Open,  Structure Length: 74.34m (243.90ft),  Average Daily Traffic: 24,251 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,300 (year 2028),  Design Load: HS 20,  Features Intersected: BW 8 ML & EB FR CONN A,  Facility Carried by Structure: JFK SB CONN B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 74.7m (245.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020325602112,  Location: 1.36 MI W OF US 59 (Lat: 29.939344,  Lng: -95.318189),  Route carried "on" structure: State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 122,570 (year 2010),  Average Future Daily Traffic: 260,170 (year 2028),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.689,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 65.8m (215.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 121020325602115,  Location: 2.15 MI W OF US 59 (Lat: 29.939228,  Lng: -95.331314),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 30,190 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,300 (year 2028),  Design Load: HS 20,  Features Intersected: BW 8,  Facility Carried by Structure: JFK BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.3m (46.9ft)

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,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020325602116,  Location: 2.15 MI W OF US 59 (Lat: 29.939228,  Lng: -95.331711),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 11,300 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,300 (year 2028),  Design Load: HS 20,  Features Intersected: BW 8,  Facility Carried by Structure: JFK BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 8,  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: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.3m (46.9ft)

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,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020325602117,  Location: 0.70 MI W OF US 59 (Lat: 29.939869,  Lng: -95.307267),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1991,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 120,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,360 (year 2028),  Features Intersected: HCFCD DITCH P133
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.725,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 121020325602145,  Location: 0.7 MI W OF IH 45 (Lat: 29.939569,  Lng: -95.424414),  Route carried "on" structure: State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 89,970 (year 2010),  Average Future Daily Traffic: 171,820 (year 2028),  Features Intersected: GREENS CROSSING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.391,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602146,  Location: 0.7 MI W OF IH 45 (Lat: 29.939747,  Lng: -95.424475),  Route carried "on" structure: State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 89,610 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 173,810 (year 2034),  Features Intersected: GREENS CROSSING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.782,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602147,  Location: IH 45 & BW 8 INTERCHANGE (Lat: 29.940358,  Lng: -95.412408),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 9,076 (year 2019),  Average Future Daily Traffic: 34,360 (year 2028),  Design Load: HS 20,  Features Intersected: BW 8 WB TO IH 45 SB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 9.098,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020325602148,  Location: 0.3 MI E OF IH 45 (Lat: 29.940661,  Lng: -95.407483),  Route carried "on" structure: State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 72,010 (year 2010),  Average Future Daily Traffic: 125,710 (year 2028),  Design Load: HS 20,  Features Intersected: GREENSPOINT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.005,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 121020325602149,  Location: 0.4 MI E OF IH 45 (Lat: 29.940842,  Lng: -95.407483),  Route carried "on" structure: State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 14,171 (year 2020),  Average Future Daily Traffic: 125,710 (year 2028),  Design Load: HS 20,  Features Intersected: GREENSPOINT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.005,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 121020325602221,  Location: 0.6 MI E. OF SH 249 (Lat: 29.936950,  Lng: -95.507147),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 22,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,270 (year 2034),  Design Load: HS 20,  Features Intersected: HOLLISTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 121020325602222,  Location: 0.6 MI E OF SH 249 (Lat: 29.937133,  Lng: -95.507147),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 22,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,270 (year 2034),  Design Load: HS 20,  Features Intersected: HOLLISTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 121020325602223,  Location: 1 MI E OF SH 249 (Lat: 29.937058,  Lng: -95.498008),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2028),  Design Load: HS 20,  Features Intersected: BAMMEL N HOUSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.272,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 121020325602224,  Location: 1 MI E OF SH 249 (Lat: 29.937236,  Lng: -95.498017),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: BAMMEL N HOUSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.272,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 121020325602225,  Location: 0.8 MI E OF BAMMEL N HOU (Lat: 29.937281,  Lng: -95.483150),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: ANTOINE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.691,  Lanes on structure: 5,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

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: 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 Cast-file-Place

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Structure Number: 121020325602226,  Location: 0.8 MI E OF BAMMEL N HOU (Lat: 29.937461,  Lng: -95.483150),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: ANTOINE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.691,  Lanes on structure: 4,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 121020325602227,  Location: 1.4 MI E OF ANTOINE (Lat: 29.937442,  Lng: -95.459939),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: VETERANS MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.931,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602228,  Location: 1.4 MI E OF ANTOINE (Lat: 29.937625,  Lng: -95.460011),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: VETERANS MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.931,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.9m (144.0ft),  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: 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602233,  Location: 1.5 MI E OF ANTOINE (Lat: 29.937478,  Lng: -95.457889),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.157,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 5 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: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602234,  Location: 1.5 MI E OF ANTOINE (Lat: 29.937653,  Lng: -95.457853),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.034,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 5 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: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602235,  Location: 0.4 MI E OF ALDINE-WEST (Lat: 29.937742,  Lng: -95.451094),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.710,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  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: 34.4m (112.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 121020325602236,  Location: 0.4 MI E OF ALDINE-WEST (Lat: 29.937942,  Lng: -95.450903),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 45,260 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,880 (year 2030),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.799,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 121020325602237,  Location: 1.9 MI W OF IH 45 (Lat: 29.937522,  Lng: -95.454811),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: T C JESTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.424,  Lanes on structure: 4,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602238,  Location: 1.9 MI W OF IH 45 (Lat: 29.937711,  Lng: -95.454772),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 56,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,120 (year 2030),  Design Load: HS 20,  Features Intersected: T C JESTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.424,  Lanes on structure: 4,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602243,  Location: 1.1 MI W OF IH 45 (Lat: 29.937564,  Lng: -95.432542),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 44,028 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 83,820 (year 2030),  Design Load: HS 20,  Features Intersected: ELLA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.606,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 121020325602244,  Location: 1.1 MI W OF IH 45 (Lat: 29.937753,  Lng: -95.432531),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 44,028 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 83,820 (year 2030),  Design Load: HS 20,  Features Intersected: ELLA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.606,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 121020325602259,  Location: 0.5 Mi E. of Imperial Val (Lat: 29.941144,  Lng: -95.409647),  Route carried "on" structure: ServiceState highway 8,  Year Built: 2012,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 20,784 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,310 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.753,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  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: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325602261,  Location: 0.16 MI W OF US 59 (Lat: 29.939931,  Lng: -95.298825),  Route carried "on" structure: State highway 8,  Year Built: 1993,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 122,570 (year 2010),  Average Future Daily Traffic: 260,170 (year 2028),  Features Intersected: HCFCD #P133-02-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.728,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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 24 months,  Inspection Date: August 2020