Bridge Statistics for Houston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 4,433Number of bridges
- 145,748ft / 44,424mTotal length
- $113,750,000Total costs
- 148,292,432Total average daily traffic
- 8,915,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Houston
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 91920-1929
- 131930-1939
- 371940-1949
- 1401950-1959
- 5831960-1969
- 5371970-1979
- 7781980-1989
- 9001990-1999
- 7342000-2009
- 6482010-2019
- 512020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 41950-1959
- 111960-1969
- 391970-1979
- 991980-1989
- 1111990-1999
- 742000-2009
- 642010-2019
- 62020-2022
- Bridge Condition - Deck
- 0.1%Excellent
- 6.2%Very good
- 57.4%Good
- 32.5%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 23.6%Excellent
- 49.3%Very good
- 24.0%Good
- 2.8%Satisfactory
- 0.3%Fair
- 0.2%Poor
- Bridge Condition - Substructure
- 8.1%Very good
- 61.7%Good
- 26.6%Satisfactory
- 2.9%Fair
- 0.6%Poor
- 0.1%Critical
- Bridge Condition - Channel
- 8.6%Very good
- 56.0%Good
- 29.9%Satisfactory
- 5.0%Fair
- 0.5%Poor
- Bridge Condition - Culverts
- 69.0%Very good
- 29.3%Good
- 1.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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