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

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Structure Number: 121020027116152,  Location: 1.3 MI W OF US 90 A (Lat: 29.679156,  Lng: -95.449203),  Route carried "on" structure: Interstate 610,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 69,562 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: GREENWILLOW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.457,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116153,  Location: 1.6 MI W OF US 90A (Lat: 29.678831,  Lng: -95.453439),  Route carried "on" structure: ServiceOther road 610,  Year Built: 1964,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 23,880 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,430 (year 2033),  Design Load: H 20,  Features Intersected: WILLOW WATERHOLE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.868,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  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: 121020027116154,  Location: 1.6 MI W OF US 90A (Lat: 29.679556,  Lng: -95.453467),  Route carried "on" structure: ServiceOther road 610,  Year Built: 1964,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 23,880 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,430 (year 2033),  Design Load: H 20,  Features Intersected: WILLOW WATERHOLE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.868,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  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: 121020027116155,  Location: 1.9 MI W OF US 90A (Lat: 29.681625,  Lng: -95.459494),  Route carried "on" structure: ServiceOther road 610,  Year Built: 1964,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 23,880 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,430 (year 2033),  Design Load: H 20,  Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.457,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very 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: 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: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 121020027116156,  Location: 1.9 MI W OF US 90A (Lat: 29.681342,  Lng: -95.458442),  Route carried "on" structure: ServiceOther road 610,  Year Built: 1964,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 24,781 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,840 (year 2028),  Design Load: H 20,  Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 17.376,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 121020027116233,  Location: 1.7 MI W OF SH 35 (Lat: 29.694750,  Lng: -95.319289),  Route carried "on" structure: Interstate 610,  Year Built: 1968,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: S WAYSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.668,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

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

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Structure Number: 121020027116234,  Location: 1.9 MI W OF SH 35 (Lat: 29.693347,  Lng: -95.322314),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: LONG DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.990,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 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: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $374,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $468,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116235,  Location: 0.4 MI W OF SH 35 (Lat: 29.691839,  Lng: -95.325453),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RR & MYKAWA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.350,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.79m (35.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $408,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116236,  Location: 1.5 MI E OF SH 288 (Lat: 29.680786,  Lng: -95.355683),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: FM 865 (CULLEN BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.530,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.9m (68.6ft)

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

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Structure Number: 121020027116237,  Location: 0.9 MI E OF SH 288 (Lat: 29.680519,  Lng: -95.363231),  Route carried "on" structure: Interstate 610,  Year Built: 1964,  Status: Open,  Structure Length: 24.60m (80.71ft),  Average Daily Traffic: 97,036 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 112,290 (year 2033),  Design Load: HS 20,  Features Intersected: HOLMES RD; UPRR; THERESA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.179,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.60m (80.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $139,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116238,  Location: 0.7 MI E OF SH 288 (Lat: 29.680808,  Lng: -95.366889),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 97,036 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 112,290 (year 2033),  Design Load: HS 20,  Features Intersected: SCOTT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.591,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 121020027116239,  Location: 0.5 MI W OF SH 288 (Lat: 29.680400,  Lng: -95.392667),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 187,570 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 262,590 (year 2033),  Design Load: HS 20,  Features Intersected: FM 521 & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.911,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 60.9m (199.8ft),  Out-to-Out Width: 62.4m (204.7ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.14m (46.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $1,021,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116248,  Location: 0.55 MI NE OF MLK BLVD (Lat: 29.688828,  Lng: -95.331986),  Route carried "on" structure: Interstate 610,  Year Built: 1968,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: CRESTMONT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.081,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $113,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116249,  Location: 2.4 MI E OF SH 288 (Lat: 29.685531,  Lng: -95.340919),  Route carried "on" structure: Interstate 610,  Year Built: 1968,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.998,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.1m (69.2ft)

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: Equal to 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 Cast-file-Place

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Structure Number: 12102002711625,  Location: 1.9 MI E OF SH 288 (Lat: 29.683092,  Lng: -95.349019),  Route carried "on" structure: Interstate 610,  Year Built: 1968,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: CALAIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.837,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to 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 Cast-file-Place

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Structure Number: 121020027116338,  Location: 1.5 MI E OF US 90 A (Lat: 29.678853,  Lng: -95.403222),  Route carried "on" structure: Interstate 610,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 145,124 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 236,330 (year 2033),  Design Load: HS 20,  Features Intersected: FANNIN ST & METRORAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.957,  Lanes on structure: 12,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 60.9m (199.8ft),  Out-to-Out Width: 62.4m (204.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  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: 121020027116339,  Location: 0.9 MI E OF US 90 A (Lat: 29.677917,  Lng: -95.412169),  Route carried "on" structure: Interstate 610,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 145,124 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 236,330 (year 2033),  Design Load: HS 20,  Features Intersected: KIRBY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.843,  Lanes on structure: 12,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 60.9m (199.8ft),  Out-to-Out Width: 62.4m (204.7ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $454,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $568,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102002711634,  Location: O.2 MI E OF US 90A (Lat: 29.677464,  Lng: -95.424675),  Route carried "on" structure: Interstate 610,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 145,124 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 236,330 (year 2033),  Design Load: HS 20,  Features Intersected: BUFFALO SPEEDWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.051,  Lanes on structure: 12,  Lanes under structure: 8,  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: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 60.9m (199.8ft),  Out-to-Out Width: 62.4m (204.7ft)

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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116341,  Location: 1.0 MI E OF STELLA LINK (Lat: 29.677567,  Lng: -95.427586),  Route carried "on" structure: Interstate 610,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 145,124 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 236,330 (year 2033),  Design Load: HS 20,  Features Intersected: US 90A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.325,  Lanes on structure: 12,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 60.9m (199.8ft),  Out-to-Out Width: 62.4m (204.7ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116342,  Location: 1.0 MI W OF MAIN ST (Lat: 29.679364,  Lng: -95.440019),  Route carried "on" structure: Interstate 610,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 138,141 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 196,950 (year 2033),  Design Load: HS 20,  Features Intersected: STELLA LINK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.549,  Lanes on structure: 10,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 54.2m (177.8ft),  Out-to-Out Width: 55.7m (182.7ft)

Condition: Deck: Good,  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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116362,  Location: 1.15 MI W OF SH 35 (Lat: 29.696983,  Lng: -95.310894),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: BROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.804,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.1m (69.2ft)

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

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Structure Number: 121020027116363,  Location: 0.5 MI W OF SH 35 (Lat: 29.695761,  Lng: -95.300342),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: TELEPHONE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.767,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.1m (69.2ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116364,  Location: 0.4 MI W OF SH 35 (Lat: 29.695514,  Lng: -95.298181),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 89,547 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: WOODRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.547,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116367,  Location: 1.6 MI W OF US 90A (Lat: 29.679089,  Lng: -95.453453),  Route carried "on" structure: Interstate 610,  Year Built: 1971,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 69,562 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: WILLOW WATERHOLE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.868,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116368,  Location: 1.75 MI W OF US 90A (Lat: 29.679964,  Lng: -95.457103),  Route carried "on" structure: Interstate 610,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 138,141 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: S BRAESWOOD BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.212,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116369,  Location: 1.7 MI W OF US 90A (Lat: 29.679469,  Lng: -95.456011),  Route carried "on" structure: Interstate 610,  Year Built: 1971,  Status: Open,  Structure Length: 34.23m (112.30ft),  Average Daily Traffic: 70,340 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: BRAESWOOD/IH 610 OFF RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.990,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: November 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116373,  Location: 1.9 MI W OF US 90A (Lat: 29.681836,  Lng: -95.458539),  Route carried "on" structure: Interstate 610,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 18.50m (60.70ft),  Average Daily Traffic: 25,351 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: BRAYS BAYOU/N BRAESWOOD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.376,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 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: 26.2m (86.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116374,  Location: 1.9 MI W OF US 90A (Lat: 29.681325,  Lng: -95.458653),  Route carried "on" structure: Interstate 610,  Year Built: 1971,  Status: Open,  Structure Length: 18.26m (59.91ft),  Average Daily Traffic: 70,340 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: N BRAESWOOD/BRAYS BAYOU
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 17.411,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  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: Meets minimum limits,  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: 18.26m (59.91ft),  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: 121020027116375,  Location: 1.9 MI W OF US 90A (Lat: 29.680589,  Lng: -95.458964),  Route carried "on" structure: Ramp Other road 610,  Year Built: 1971,  Status: Open,  Structure Length: 45.66m (149.80ft),  Average Daily Traffic: 16,550 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,840 (year 2034),  Design Load: HS 20,  Features Intersected: BRAYS BAYOU & IH 610 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.661,  Lanes on structure: 2,  Lanes under structure: 9,  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: 21,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116376,  Location: 1.9 MI W OF US 90A (Lat: 29.680589,  Lng: -95.459169),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1971,  Status: Open,  Structure Length: 33.92m (111.29ft),  Average Daily Traffic: 14,060 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,690 (year 2033),  Design Load: HS 20,  Features Intersected: BRAYS BAYOU & BRAESWOOD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.349,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116443,  Location: 1.9 MI W OF US 90A (Lat: 29.678678,  Lng: -95.457194),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 1986,  Status: Open,  Structure Length: 36.33m (119.19ft),  Average Daily Traffic: 14,060 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,690 (year 2033),  Design Load: HS 20,  Features Intersected: S BRAESWOOD & S POST OAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.998,  Lanes on structure: 1,  Lanes under structure: 6,  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: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 121020027116449,  Location: IH 610 AT IH 45 (Lat: 29.695531,  Lng: -95.300908),  Route carried "on" structure: Ramp Interstate 610,  Year Built: 2020,  Status: Open,  Structure Length: 292.46m (959.51ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,520 (year 2036),  Design Load: HL 93,  Features Intersected: IH 45 AND IH 610
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 60,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 72,  Length of Maximum Span: 86.6m (284.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

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

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Structure Number: 121020027116478,  Location: 1.3 MI W OF US 90 A (Lat: 29.679342,  Lng: -95.449208),  Route carried "on" structure: Interstate 610,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 68,579 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: GREENWILLOW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.457,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116479,  Location: 1.6 MI W OF US 90A (Lat: 29.679278,  Lng: -95.453464),  Route carried "on" structure: Interstate 610,  Year Built: 1971,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 68,579 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,470 (year 2033),  Design Load: HS 20,  Features Intersected: WILLOW WATERHOLE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.868,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102002711648,  Location: 1.15 MI W OF SH 35 (Lat: 29.697164,  Lng: -95.310886),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 83,209 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.804,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 24.8m (81.4ft)

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

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Structure Number: 121020027116481,  Location: 0.4 MI W OF SH 35 (Lat: 29.695697,  Lng: -95.298161),  Route carried "on" structure: Interstate 610,  Year Built: 1970,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 83,209 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: WOODRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.539,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116482,  Location: 0.45 MI SW OF WAYSIDE DR (Lat: 29.692061,  Lng: -95.325500),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 83,209 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RR & MYKAWA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.350,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.79m (35.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $716,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116483,  Location: 1.9 MI W OF SH 35 (Lat: 29.693486,  Lng: -95.322417),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 83,209 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 92,510 (year 2033),  Design Load: HS 20,  Features Intersected: LONG DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.990,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 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: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $374,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $468,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027116484,  Location: 0.7 MI E OF SH 288 (Lat: 29.680956,  Lng: -95.366881),  Route carried "on" structure: Interstate 610,  Year Built: 1966,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 91,568 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 112,290 (year 2033),  Design Load: HS 20,  Features Intersected: SCOTT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.591,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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