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

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Structure Number: 121020027107306,  Location: 2.20 MI E OF IH 610 (Lat: 29.777386,  Lng: -95.418050),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 17,360 (year 2015),  Average Future Daily Traffic: 20,000 (year 2035),  Design Load: H 20,  Features Intersected: IH 10,  Facility Carried by Structure: T C JESTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 39.0 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,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107307,  Location: 2.60 MI E OF IH 610 (Lat: 29.777478,  Lng: -95.410572),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 16,660 (year 2015),  Average Future Daily Traffic: 20,000 (year 2035),  Design Load: H 20,  Features Intersected: IH 10,  Facility Carried by Structure: N DURHAM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  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: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 39.0 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,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107308,  Location: 2.70 MI E OF IH 610 (Lat: 29.777556,  Lng: -95.409628),  Route carried "on" structure: City street 51,  Year Built: 1967,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 15,620 (year 2015),  Average Future Daily Traffic: 17,000 (year 2035),  Design Load: H 20,  Features Intersected: IH 10,  Facility Carried by Structure: N SHEPHERD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  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: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.0 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,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107309,  Location: 2.90 MI E OF IH 610 (Lat: 29.777200,  Lng: -95.406222),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 960 (year 2015),  Average Future Daily Traffic: 1,500 (year 2035),  Design Load: H 20,  Features Intersected: IH 10,  Facility Carried by Structure: PATTERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102002710731,  Location: 3.3 MI E OF IH 610 (Lat: 29.776508,  Lng: -95.398936),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 35.11m (115.19ft),  Average Daily Traffic: 107,650 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,200 (year 2039),  Design Load: HS 20,  Features Intersected: WHITE OAK BYU; YALE; ETC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.155,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 121020027107312,  Location: 3.80 MI E OF IH 610 (Lat: 29.776753,  Lng: -95.387736),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 51.27m (168.21ft),  Average Daily Traffic: 107,650 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,200 (year 2039),  Design Load: HS 20,  Features Intersected: WHT OAK BYOU & STUDEMONT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.154,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.27m (168.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,691,000,  Roadway Improvement Cost: $673,000,  Total Project Cost: $3,364,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107315,  Location: @ IH 10 & IH 45 (Lat: 29.777947,  Lng: -95.368933),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 21.12m (69.29ft),  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,560 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE OAK BYU & IH 10 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 43.171,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 21.12m (69.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107316,  Location: @ IH 10 & IH 45 (Lat: 29.775925,  Lng: -95.369586),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 85,972 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,820 (year 2033),  Design Load: HS 20,  Features Intersected: MKT RR (REMOVED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.267,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107317,  Location: @ IH 10 & IH 45 (Lat: 29.774936,  Lng: -95.367656),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 25.12m (82.41ft),  Average Daily Traffic: 77,010 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,820 (year 2033),  Design Load: HS 20,  Features Intersected: MKT RR (REMOVED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.275,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.1m (69.2ft)

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

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Structure Number: 121020027107318,  Location: .2MI N LOUISIANA&FRANKLIN (Lat: 29.768733,  Lng: -95.363900),  Route carried "on" structure: Ramp State highway 45,  Year Built: 1968,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 116,060 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 180,130 (year 2031),  Design Load: HS 20,  Features Intersected: LOUISIANA ST ENT RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.495,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  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: 121020027107355,  Location: @ IH 10 & IH 45 (Lat: 29.768647,  Lng: -95.363117),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 50.60m (166.01ft),  Average Daily Traffic: 71,520 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 100,610 (year 2030),  Design Load: HS 20,  Features Intersected: IH 10 EB & IH45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.149,  Lanes on structure: 1,  Lanes under structure: 21,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 39.3m (128.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 50.60m (166.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $116,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107357,  Location: 0.10 MI E OF IH 45 (Lat: 29.768214,  Lng: -95.363214),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 141,949 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,820 (year 2033),  Design Load: HS 20,  Features Intersected: LOUISIANA ST ENT RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.360,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.1m (69.2ft)

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: 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 Cast-file-Place

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Structure Number: 121020027107358,  Location: 1.0 MI W OF US 59 (Lat: 29.767136,  Lng: -95.360475),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 63.95m (209.81ft),  Average Daily Traffic: 85,972 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,820 (year 2033),  Design Load: HS 20,  Features Intersected: MAIN ST; WHITE OAK BY;RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.980,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 26,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.95m (209.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $351,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107392,  Location: @ IH 10 & IH 45 (Lat: 29.774200,  Lng: -95.366361),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 29.87m (98.00ft),  Average Daily Traffic: 20,068 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,122 (year 2039),  Design Load: H 20,  Features Intersected: IH 10;IH45 AND W OAK BYU,  Facility Carried by Structure: HOGAN-CROCKETT ST
Minimum Vertical Clearance: 8.13m (26.67ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 22,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 7,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.87m (98.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107411,  Location: 1.0 MI W OF US 59 (Lat: 29.767475,  Lng: -95.361053),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 63.92m (209.71ft),  Average Daily Traffic: 81,342 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,820 (year 2033),  Design Load: HS 20,  Features Intersected: MAIN ST';WHITE OAK BY;R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.999,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 26,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.92m (209.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107424,  Location: FROM IH 10 TO ALLEN PKWY (Lat: 29.771292,  Lng: -95.366269),  Route carried "on" structure: Interstate 45,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 164.84m (540.81ft),  Average Daily Traffic: 109,825 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,100 (year 2031),  Design Load: HS 20,  Features Intersected: IH 10 EB;UP RR; BUFF BYU
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 38.088,  Lanes on structure: 3,  Lanes under structure: 33,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 56,  Number Of Approach Spans: 17,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 166.33m (545.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $546,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107425,  Location: FROM I 10 TO WALKER CON (Lat: 29.771761,  Lng: -95.365594),  Route carried "on" structure: Interstate 45,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 130.64m (428.61ft),  Average Daily Traffic: 116,060 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 180,130 (year 2031),  Design Load: HS 20,  Features Intersected: IH 10,UP RR,BUF BYU,ETC
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 38.137,  Lanes on structure: 3,  Lanes under structure: 29,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 48,  Number Of Approach Spans: 10,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 132.77m (435.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $348,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $435,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107446,  Location: 1.90 MI W OF IH 610 (Lat: 29.784400,  Lng: -95.485833),  Route carried "on" structure: Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 160,776 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 216,330 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CHIMNEY;WIRT & SPRING BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 41.6m (136.5ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107459,  Location: 2.00 MI W OF IH 610 (Lat: 29.783539,  Lng: -95.486661),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 16,600 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,800 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107476,  Location: 1.15 MI W OF GESSNER RD (Lat: 29.784133,  Lng: -95.563222),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 50.60m (166.01ft),  Average Daily Traffic: 60,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 120,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 16.950,  Lanes on structure: 3,  Lanes under structure: 14,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.0m (59.1ft)

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: 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 Cast-file-Place

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Structure Number: 121020027107477,  Location: 1.15 MI W OF GESSNER RD (Lat: 29.784103,  Lng: -95.563011),  Route carried "on" structure: Other road 8,  Year Built: 1989,  Status: Open,  Structure Length: 50.60m (166.01ft),  Average Daily Traffic: 60,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 120,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 18.192,  Lanes on structure: 3,  Lanes under structure: 14,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.0m (59.1ft)

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: 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 Cast-file-Place

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Structure Number: 121020027107504,  Location: 3.80 MI E OF IH 610 (Lat: 29.776942,  Lng: -95.387747),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 49.10m (161.09ft),  Average Daily Traffic: 107,650 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,200 (year 2039),  Design Load: HS 20,  Features Intersected: WHT OAK BYU & STUDEMONT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.154,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.27m (168.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,691,000,  Roadway Improvement Cost: $673,000,  Total Project Cost: $3,364,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107509,  Location: AT IH 45 INTERCHANGE (Lat: 29.776817,  Lng: -95.385317),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2001,  Status: Open,  Structure Length: 262.98m (862.80ft),  Average Daily Traffic: 3,894 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45 SB; IH10 EB & MISC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.000,  Lanes on structure: 2,  Lanes under structure: 32,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 58,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107532,  Location: 2.00 MI W OF IH 610 (Lat: 29.784619,  Lng: -95.486214),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 2006,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 13,430 (year 2015),  Average Future Daily Traffic: 29,430 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.662,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107534,  Location: 1.40 MI W OF IH 610 (Lat: 29.783756,  Lng: -95.475575),  Route carried "on" structure: Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 160,116 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 214,600 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: ANTOINE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 10,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107568,  Location: 1.40 MI W OF IH 610 (Lat: 29.783756,  Lng: -95.475575),  Route carried "on" structure: Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 160,776 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 188,640 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: ANTOINE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107574,  Location: 0.1 MI W OF IH 610 (Lat: 29.782372,  Lng: -95.456767),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 17,642 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,699 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IH 10,  Facility Carried by Structure: N. POST OAK
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107575,  Location: 0.00 MI W OF IH 610 (Lat: 29.780833,  Lng: -95.455278),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 44.81m (147.01ft),  Average Daily Traffic: 29,250 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,950 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.81m (147.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107576,  Location: 0.0 MI N OF IH 10 (Lat: 29.780417,  Lng: -95.453525),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2006,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 18,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,200 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107577,  Location: 0.00 MI S OF IH 10 (Lat: 29.780253,  Lng: -95.453339),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2006,  Status: Open,  Structure Length: 23.93m (78.51ft),  Average Daily Traffic: 21,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,400 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 76.5m (251.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107578,  Location: 0.00 MI E OF IH 610 (Lat: 29.779922,  Lng: -95.451097),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 51.24m (168.11ft),  Average Daily Traffic: 18,500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,500 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IH 10
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.24m (168.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107579,  Location: IH10 / IH610 INTERCHANGE (Lat: 29.781378,  Lng: -95.456247),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 28,438 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,801 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: SILBER TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 77.9m (255.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: 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: 12102002710758,  Location: AT JCT OF IH 610 AND IH10 (Lat: 29.779058,  Lng: -95.455778),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 26.30m (86.29ft),  Average Daily Traffic: 35,250 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,350 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IH 10 R.O.W.
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 34.852,  Lanes on structure: 2,  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: 7,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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,  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: 121020027107581,  Location: 0.10 MI W OF POST OAK RD (Lat: 29.783992,  Lng: -95.458000),  Route carried "on" structure: Ramp Other road 10,  Year Built: 2005,  Status: Open,  Structure Length: 45.14m (148.10ft),  Average Daily Traffic: 3,548 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,686 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: IH 10 WB,  Facility Carried by Structure: WEST KATY HOV LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 106.7m (350.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.14m (148.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107582,  Location: IH 10/IH 610 INTERCHANGE (Lat: 29.779781,  Lng: -95.452181),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 32.16m (105.51ft),  Average Daily Traffic: 9,758 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,886 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IH 10 WB,  Facility Carried by Structure: INNER KATY HOV LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 82.3m (270.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107589,  Location: 0.6 W OF IH 610 (Lat: 29.784700,  Lng: -95.461714),  Route carried "on" structure: Interstate 10,  Year Built: 2006,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 272,758 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 142,110 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.065,  Lanes on structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 100.0m (328.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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

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Structure Number: 12102002710759,  Location: 0.75 MI W OF BW 8 (Lat: 29.784956,  Lng: -95.575247),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 160,407 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 203,080 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: WILCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.015,  Lanes on structure: 9,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  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: 36.0m (118.1ft),  Curb-To-Curb Width: 45.8m (150.3ft),  Out-to-Out Width: 46.5m (152.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107591,  Location: 0.75 MI W OF BW 8 (Lat: 29.784300,  Lng: -95.576103),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 153,286 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 203,080 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: WILCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.015,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  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: 36.0m (118.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Precast Panels