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

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Structure Number: 121020002710533,  Location: 5 MI N OF IH 45 (Lat: 29.757128,  Lng: -95.294786),  Route carried "on" structure: Alternate US 90,  Year Built: 2012,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 25,730 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,030 (year 2033),  Design Load: HL 93,  Features Intersected: Clinton Dr. & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.850,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 121020002710559,  Location: 6 MI N OF IH 45 (Lat: 29.766058,  Lng: -95.294678),  Route carried "on" structure: US 90,  Year Built: 2017,  Status: Open,  Structure Length: 26.43m (86.71ft),  Average Daily Traffic: 12,886 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.806,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 121020002710593,  Location: 1.25 MI N OF IH 45 (Lat: 29.732664,  Lng: -95.307994),  Route carried "on" structure: Alternate US 90,  Year Built: 2019,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 26,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,800 (year 2036),  Design Load: HL 93,  Features Intersected: COUNTRY CLUB BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.759,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 32.2m (105.6ft)

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

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Structure Number: 121020002713034,  Location: INT US 59 & Westpark Toll (Lat: 29.723294,  Lng: -95.492450),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2003,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 167,620 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 234,660 (year 2032),  Design Load: HS 20,  Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.416,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 53.2m (174.5ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713049,  Location: INT US 59 & Westpark Toll (Lat: 29.723572,  Lng: -95.490786),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2003,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 167,620 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 234,660 (year 2032),  Design Load: HS 20,  Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.416,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  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: 121020002713071,  Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655825,  Lng: -95.562536),  Route carried "on" structure: ServiceUS 59,  Year Built: 1960,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 30,550 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,690 (year 2030),  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: ROARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.525,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713075,  Location: 3.00 MI E OF IH 610 W (Lat: 29.730758,  Lng: -95.412814),  Route carried "on" structure: Interstate 69,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 307,450 (year 2039),  Design Load: HS 20,  Features Intersected: GREENBRIAR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.527,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 53.2m (174.5ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: December 2020,  Bridge Improvement Cost: $468,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $585,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020002713076,  Location: 3.10 MI E OF IH 610W (Lat: 29.730822,  Lng: -95.410683),  Route carried "on" structure: US 59,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 346,260 (year 2033),  Design Load: HS 20,  Features Intersected: SHEPHERD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.310,  Lanes on structure: 11,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 54.9m (180.1ft),  Out-to-Out Width: 57.2m (187.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713081,  Location: 0.10 MI W OF SH 288 (Lat: 29.732744,  Lng: -95.375281),  Route carried "on" structure: US 59,  Year Built: 1961,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 132.37m (434.28ft),  Average Daily Traffic: 91,370 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 127,920 (year 2033),  Design Load: HS 20,  Features Intersected: MAIN ST TO ALMEDA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.884,  Lanes on structure: 3,  Lanes under structure: 40,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 36,  Number Of Approach Spans: 7,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 191.84m (629.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $6,294,000,  Roadway Improvement Cost: $1,574,000,  Total Project Cost: $7,868,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713088,  Location: 0.51 MI W OF IH 610 W (Lat: 29.726050,  Lng: -95.468253),  Route carried "on" structure: US 59,  Year Built: 1961,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 165,050 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 230,840 (year 2038),  Design Load: HS 20,  Features Intersected: RICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.983,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: Meets minimum limits,  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: $39,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $49,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713093,  Location: 0.55 MI E OF IH 610 W (Lat: 29.730128,  Lng: -95.451497),  Route carried "on" structure: Interstate 69,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 416,279 (year 2039),  Features Intersected: NEWCASTLE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.284,  Lanes on structure: 15,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 66.4m (217.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 66.6m (218.5ft),  Out-to-Out Width: 68.8m (225.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $601,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $751,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713094,  Location: 0.80 MI E OF IH 610 W (Lat: 29.729844,  Lng: -95.447928),  Route carried "on" structure: Interstate 69,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 416,279 (year 2039),  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.910,  Lanes on structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 63.4m (208.0ft),  Out-to-Out Width: 65.5m (214.9ft)

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

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Structure Number: 121020002713095,  Location: 1.25 MI E OF IH 610 W (Lat: 29.728831,  Lng: -95.441472),  Route carried "on" structure: Interstate 69,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 416,279 (year 2039),  Design Load: HS 20,  Features Intersected: WESLAYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.302,  Lanes on structure: 13,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 59.9m (196.5ft),  Out-to-Out Width: 62.1m (203.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $757,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $946,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020002713096,  Location: 2.25 MI E OF IH 610 W (Lat: 29.729892,  Lng: -95.428283),  Route carried "on" structure: Interstate 69,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 307,450 (year 2039),  Design Load: HS 20,  Features Intersected: BUFFALO SPEEDWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.010,  Lanes on structure: 13,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 59.9m (196.5ft),  Out-to-Out Width: 62.1m (203.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020002713097,  Location: 2.60 MI E OF IH 610 (Lat: 29.730550,  Lng: -95.418583),  Route carried "on" structure: Interstate 69,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 256,208 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 307,450 (year 2039),  Design Load: HS 20,  Features Intersected: KIRBY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.086,  Lanes on structure: 13,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 59.9m (196.5ft),  Out-to-Out Width: 62.1m (203.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12102000271311,  Location: 0.65 MI SW OF IH 45 (Lat: 29.736614,  Lng: -95.368725),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 8,810 (year 2014),  Average Future Daily Traffic: 8,810 (year 2034),  Design Load: H 20,  Features Intersected: US 59 & SH 288,  Facility Carried by Structure: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 5,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.26m (43.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713111,  Location: 0.50 MI SW OF IH 45 (Lat: 29.738506,  Lng: -95.367289),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 840 (year 2014),  Average Future Daily Traffic: 840 (year 2034),  Design Load: H 20,  Features Intersected: US 59/SH 288,  Facility Carried by Structure: TUAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 4,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.73m (38.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713112,  Location: 0.35 MI SW OF IH 45 (Lat: 29.740389,  Lng: -95.365833),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 10,199 (year 2019),  Average Future Daily Traffic: 6,950 (year 2034),  Design Load: H 20,  Features Intersected: US 59/SH 288,  Facility Carried by Structure: MCGOWEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $58,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713113,  Location: 0.20 MI SW OF IH 45 (Lat: 29.741694,  Lng: -95.364203),  Route carried "on" structure: Ramp US 59,  Year Built: 1975,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 15,490 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,680 (year 2033),  Design Load: HS 20,  Features Intersected: US 59 NB OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.259,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713114,  Location: 0.15 MI SW OF IH 45 (Lat: 29.742719,  Lng: -95.364525),  Route carried "on" structure: Ramp US 59,  Year Built: 1975,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 14,453 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,680 (year 2033),  Design Load: HS 20,  Features Intersected: US 59 SB OFF-RP L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.24m (30.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713117,  Location: 0.05 MI S OF IH 45 (Lat: 29.743769,  Lng: -95.363325),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 1,720 (year 2015),  Average Future Daily Traffic: 1,720 (year 2035),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: GRAY ST
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713119,  Location: IH 45/US 59 INTERCHANGE (Lat: 29.744475,  Lng: -95.362556),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 5,390 (year 2015),  Average Future Daily Traffic: 5,390 (year 2035),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: PIERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  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: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000271312,  Location: 0.05 MI N OF IH 45 (Lat: 29.745114,  Lng: -95.361875),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 10,270 (year 2015),  Average Future Daily Traffic: 10,270 (year 2035),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: ST JOSEPH PKWY
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713121,  Location: 0.10 MI NE OF IH 45 (Lat: 29.747911,  Lng: -95.360167),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 9,440 (year 2015),  Average Future Daily Traffic: 9,440 (year 2035),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713122,  Location: 0.20 MI NE OF IH 45 (Lat: 29.746531,  Lng: -95.360594),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 9,440 (year 2015),  Average Future Daily Traffic: 9,440 (year 2035),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: PEASE ST
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713123,  Location: 0.25 MI NE OF IH 45 (Lat: 29.747486,  Lng: -95.360400),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 6,430 (year 2015),  Average Future Daily Traffic: 6,430 (year 2035),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: LEELAND ST EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.28m (20.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713124,  Location: 0.26 MI NE OF IH 45 (Lat: 29.748317,  Lng: -95.359511),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 6,430 (year 2015),  Average Future Daily Traffic: 6,430 (year 2035),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: LEELAND-BELL ST WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000271313,  Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655653,  Lng: -95.563933),  Route carried "on" structure: Interstate 69,  Year Built: 1969,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 94,130 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 131,790 (year 2031),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.613,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: 121020002713161,  Location: US 59 & SH 288 I/C (Lat: 29.733358,  Lng: -95.372464),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 2,760 (year 2012),  Average Future Daily Traffic: 4,500 (year 2031),  Design Load: H 20,  Features Intersected: US 59,  Facility Carried by Structure: ALABAMA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.45m (34.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713172,  Location: 0.10 MI W OF SH 288 (Lat: 29.732903,  Lng: -95.375281),  Route carried "on" structure: US 59,  Year Built: 1975,  Status: Open,  Structure Length: 100.52m (329.79ft),  Average Daily Traffic: 91,370 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 127,920 (year 2033),  Design Load: HS 20,  Features Intersected: MAIN ST TO ALMEDA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.884,  Lanes on structure: 3,  Lanes under structure: 38,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Number Of Approach Spans: 5,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 100.52m (329.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $323,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $404,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713174,  Location: SH 288 @ US 59 (Lat: 29.735036,  Lng: -95.371406),  Route carried "on" structure: Ramp State highway 288,  Year Built: 1979,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 870 (year 2014),  Average Future Daily Traffic: 1,500 (year 2034),  Design Load: HS 20,  Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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

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Structure Number: 121020002713175,  Location: US 59 @ SH 288 (Lat: 29.732950,  Lng: -95.371997),  Route carried "on" structure: State highway 288,  Year Built: 1979,  Status: Open,  Structure Length: 20.76m (68.11ft),  Average Daily Traffic: 75,940 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 106,310 (year 2034),  Design Load: HS 20,  Features Intersected: US 59 & ALABAMA ST
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.227,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 20.76m (68.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713176,  Location: US 59 @ SH 288 (Lat: 29.733133,  Lng: -95.371589),  Route carried "on" structure: State highway 288,  Year Built: 1979,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 66,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 92,400 (year 2033),  Design Load: HS 20,  Features Intersected: US 59 NB & ALABAMA ST
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 2.227,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  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: 9,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713177,  Location: US 59 @ SH 288 (Lat: 29.734997,  Lng: -95.370786),  Route carried "on" structure: Ramp State highway 288,  Year Built: 1979,  Status: Open,  Structure Length: 31.70m (104.00ft),  Average Daily Traffic: 52,616 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 105,720 (year 2034),  Design Load: HS 20,  Features Intersected: US 59 & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.148,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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: Superior to present desirable 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713178,  Location: SH 288 AT US 59 (Lat: 29.730747,  Lng: -95.371600),  Route carried "on" structure: Ramp State highway 288,  Year Built: 1979,  Status: Open,  Structure Length: 51.42m (168.70ft),  Average Daily Traffic: 14,453 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,250 (year 2034),  Design Load: HS 20,  Features Intersected: US 59 & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.400,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 16,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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

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Structure Number: 121020002713179,  Location: IH 610/US 59 INTERCHANGE (Lat: 29.731953,  Lng: -95.459717),  Route carried "on" structure: Ramp US 59,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 30,800 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,120 (year 2036),  Design Load: HS 20,  Features Intersected: RICHMOND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.072,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000271318,  Location: 0.60 MI W OF SH 288 (Lat: 29.732136,  Lng: -95.381658),  Route carried "on" structure: Ramp US 59,  Year Built: 1975,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 18,270 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,580 (year 2033),  Design Load: HS 20,  Features Intersected: WHEELER & CAROLINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.460,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.88m (35.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 121020002713181,  Location: 0.60 MI W OF SH 288 (Lat: 29.732703,  Lng: -95.381400),  Route carried "on" structure: Ramp US 59,  Year Built: 1975,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 9,763 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,680 (year 2033),  Design Load: HS 20,  Features Intersected: SAN JACINTO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.962,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.05m (29.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place