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: 121020027114694, Location: US 290 & IH 610 (Lat: 29.800622, Lng: -95.449450), Route carried "on" structure: Interstate 610, Year Built: 2017, Status: Open, Structure Length: 49.65m (162.89ft), Average Daily Traffic: 79,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 91,330 (year 2036), Design Load: HL 93, Features Intersected: W. 18th St.
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114694, Location: US 290 & IH 610 (Lat: 29.800622, Lng: -95.449450), Route carried "on" structure: Interstate 610, Year Built: 2017, Status: Open, Structure Length: 49.65m (162.89ft), Average Daily Traffic: 79,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 91,330 (year 2036), Design Load: HL 93, Features Intersected: W. 18th St.
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114695, Location: Jct of US290 & IH610 (Lat: 29.803219, Lng: -95.448453), Route carried "on" structure: Ramp US 290, Year Built: 2017, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 46,500 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 53,600 (year 2036), Design Load: HL 93, Features Intersected: IH 610 Turnarounds
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114695, Location: Jct of US290 & IH610 (Lat: 29.803219, Lng: -95.448453), Route carried "on" structure: Ramp US 290, Year Built: 2017, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 46,500 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 53,600 (year 2036), Design Load: HL 93, Features Intersected: IH 610 Turnarounds
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114696, Location: IH610 & US 290 (Lat: 29.785808, Lng: -95.451425), Route carried "on" structure: Ramp Interstate , Year Built: 2020, Status: Open, Structure Length: 356.34m (1169.09ft), Average Daily Traffic: 31,695 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 38,550 (year 2031), Design Load: HL 93, Features Intersected: IH610;US290;Mangum&Dacom, Facility Carried by Structure: IH610 E&W/US290(C)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 36, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 84, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114696, Location: IH610 & US 290 (Lat: 29.785808, Lng: -95.451425), Route carried "on" structure: Ramp Interstate , Year Built: 2020, Status: Open, Structure Length: 356.34m (1169.09ft), Average Daily Traffic: 31,695 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 38,550 (year 2031), Design Load: HL 93, Features Intersected: IH610;US290;Mangum&Dacom, Facility Carried by Structure: IH610 E&W/US290(C)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 36, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 84, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114697, Location: 3.30 MI E OF US 290 (Lat: 29.813144, Lng: -95.399417), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 134,535 (year 2030), Design Load: HS 20, Features Intersected: YALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.144, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $73,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114697, Location: 3.30 MI E OF US 290 (Lat: 29.813144, Lng: -95.399417), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 134,535 (year 2030), Design Load: HS 20, Features Intersected: YALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.144, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $73,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114698, Location: 3.8 MI E OF US 290 (Lat: 29.814136, Lng: -95.391567), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 134,535 (year 2030), Design Load: HS 20, Features Intersected: NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.907, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $73,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114698, Location: 3.8 MI E OF US 290 (Lat: 29.814136, Lng: -95.391567), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 134,535 (year 2030), Design Load: HS 20, Features Intersected: NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.907, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $73,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114699, Location: 4.3 MI E OF US 290 (Lat: 29.814139, Lng: -95.382483), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 134,535 (year 2030), Design Load: HS 20, Features Intersected: AIRLINE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
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, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $73,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114699, Location: 4.3 MI E OF US 290 (Lat: 29.814139, Lng: -95.382483), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 134,535 (year 2030), Design Load: HS 20, Features Intersected: AIRLINE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
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, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $73,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210200271147, Location: 2.60 MI E OF US 290 (Lat: 29.812928, Lng: -95.412075), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 89,951 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 119,280 (year 2030), Design Load: HS 20, Features Intersected: DURHAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.021, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.2m (69.6ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210200271147, Location: 2.60 MI E OF US 290 (Lat: 29.812928, Lng: -95.412075), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 89,951 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 119,280 (year 2030), Design Load: HS 20, Features Intersected: DURHAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.021, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.2m (69.6ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114701, Location: 2.60 MI E OF US 290 (Lat: 29.812953, Lng: -95.410636), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 119,280 (year 2030), Design Load: HS 20, Features Intersected: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.093, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114701, Location: 2.60 MI E OF US 290 (Lat: 29.812953, Lng: -95.410636), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 101,314 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 119,280 (year 2030), Design Load: HS 20, Features Intersected: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.093, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114707, Location: US 290 & IH 610 (Lat: 29.800703, Lng: -95.451406), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 10,000 (year 2016), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: 18th STREET S U-TURN
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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 Precast Panels
Structure Number: 121020027114707, Location: US 290 & IH 610 (Lat: 29.800703, Lng: -95.451406), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 10,000 (year 2016), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: 18th STREET S U-TURN
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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 Precast Panels
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Structure Number: 121020027115009, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.710642, Lng: -95.264850), Route carried "on" structure: Ramp Interstate 610, Year Built: 1953, Year Reconstructed: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 13,230 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 18,520 (year 2033), Features Intersected: PLUM CREEK, Facility Carried by Structure: EAST LOOP FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.707, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 121020027115009, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.710642, Lng: -95.264850), Route carried "on" structure: Ramp Interstate 610, Year Built: 1953, Year Reconstructed: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 13,230 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 18,520 (year 2033), Features Intersected: PLUM CREEK, Facility Carried by Structure: EAST LOOP FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.707, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 121020027115177, Location: AT IH 610/IH 10 INTER (Lat: 29.777572, Lng: -95.263519), Route carried "on" structure: Interstate 610, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 136,937 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 132,020 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.387, Lanes on structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 121020027115177, Location: AT IH 610/IH 10 INTER (Lat: 29.777572, Lng: -95.263519), Route carried "on" structure: Interstate 610, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 136,937 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 132,020 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.387, Lanes on structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 121020027115325, Location: 0.40 MI S OF IH 10 (Lat: 29.769553, Lng: -95.265097), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 9,510 (year 2013), Average Future Daily Traffic: 4,755 (year 2033), Design Load: H 20, Features Intersected: IH 610, Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115325, Location: 0.40 MI S OF IH 10 (Lat: 29.769553, Lng: -95.265097), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 9,510 (year 2013), Average Future Daily Traffic: 4,755 (year 2033), Design Load: H 20, Features Intersected: IH 610, Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115328, Location: 2.00 MI S OF IH 10 (Lat: 29.746092, Lng: -95.264989), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 84,191 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: PTRA RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.855, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115328, Location: 2.00 MI S OF IH 10 (Lat: 29.746092, Lng: -95.264989), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 84,191 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: PTRA RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.855, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115329, Location: 2.20 MI S OF IH 10 (Lat: 29.743444, Lng: -95.264872), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 84,191 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: MISSISSIPPI ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $75,000, Total Project Cost: $375,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115329, Location: 2.20 MI S OF IH 10 (Lat: 29.743444, Lng: -95.264872), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 84,191 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: MISSISSIPPI ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $75,000, Total Project Cost: $375,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102002711533, Location: 2.55 MI S OF IH 10 (Lat: 29.738169, Lng: -95.265269), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 16,180 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 20,000 (year 2029), Design Load: H 20, Features Intersected: IH 610, Facility Carried by Structure: CLINTON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.45m (31.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102002711533, Location: 2.55 MI S OF IH 10 (Lat: 29.738169, Lng: -95.265269), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 16,180 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 20,000 (year 2029), Design Load: H 20, Features Intersected: IH 610, Facility Carried by Structure: CLINTON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.45m (31.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115334, Location: 2.65 MI S OF IH 10 (Lat: 29.736800, Lng: -95.265461), Route carried "on" structure: Alternate City street , Year Built: 1970, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2029), Design Load: H 20, Features Intersected: IH 610, Facility Carried by Structure: PORT ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115334, Location: 2.65 MI S OF IH 10 (Lat: 29.736800, Lng: -95.265461), Route carried "on" structure: Alternate City street , Year Built: 1970, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2029), Design Load: H 20, Features Intersected: IH 610, Facility Carried by Structure: PORT ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115344, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709203, Lng: -95.270411), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 3,826 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,200 (year 2033), Design Load: HS 20, Features Intersected: SH 225 EBFR & PLUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.483, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
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: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115344, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709203, Lng: -95.270411), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 3,826 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,200 (year 2033), Design Load: HS 20, Features Intersected: SH 225 EBFR & PLUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.483, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
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: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115346, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709625, Lng: -95.267953), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 65.20m (213.91ft), Average Daily Traffic: 12,520 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 17,530 (year 2031), Design Load: HS 20, Features Intersected: IH 610 & SH 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.267, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 19, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 65.20m (213.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,027,000, Roadway Improvement Cost: $257,000, Total Project Cost: $1,284,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115346, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709625, Lng: -95.267953), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 65.20m (213.91ft), Average Daily Traffic: 12,520 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 17,530 (year 2031), Design Load: HS 20, Features Intersected: IH 610 & SH 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.267, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 19, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 65.20m (213.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,027,000, Roadway Improvement Cost: $257,000, Total Project Cost: $1,284,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115347, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709536, Lng: -95.266828), Route carried "on" structure: State highway 225, Year Built: 1974, Status: Open, Structure Length: 46.15m (151.41ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 16,020 (year 2033), Design Load: HS 20, Features Intersected: IH 610 and Ramps
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.378, Lanes on structure: 3, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.15m (151.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $38,000, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115347, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709536, Lng: -95.266828), Route carried "on" structure: State highway 225, Year Built: 1974, Status: Open, Structure Length: 46.15m (151.41ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 16,020 (year 2033), Design Load: HS 20, Features Intersected: IH 610 and Ramps
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.378, Lanes on structure: 3, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.15m (151.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $38,000, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115348, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709700, Lng: -95.266747), Route carried "on" structure: State highway 225, Year Built: 1974, Status: Open, Structure Length: 34.72m (113.91ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 16,020 (year 2033), Design Load: HS 20, Features Intersected: IH 610; Ramps & Plum Crk
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.383, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115348, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709700, Lng: -95.266747), Route carried "on" structure: State highway 225, Year Built: 1974, Status: Open, Structure Length: 34.72m (113.91ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 16,020 (year 2033), Design Load: HS 20, Features Intersected: IH 610; Ramps & Plum Crk
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.383, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102002711535, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711608, Lng: -95.266733), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 47.88m (157.09ft), Average Daily Traffic: 12,030 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 16,840 (year 2031), Design Load: HS 20, Features Intersected: IH 610 & SH 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.383, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 12, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 47.88m (157.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102002711535, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711608, Lng: -95.266733), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 47.88m (157.09ft), Average Daily Traffic: 12,030 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 16,840 (year 2031), Design Load: HS 20, Features Intersected: IH 610 & SH 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.383, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 12, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 47.88m (157.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115352, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709031, Lng: -95.268583), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 65,780 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 92,090 (year 2028), Design Load: HS 20, Features Intersected: IH 610, Facility Carried by Structure: S LOOP E FWY
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 8.906, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $6,000, Total Project Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115352, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709031, Lng: -95.268583), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 65,780 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 92,090 (year 2028), Design Load: HS 20, Features Intersected: IH 610, Facility Carried by Structure: S LOOP E FWY
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 8.906, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $6,000, Total Project Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115353, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711042, Lng: -95.266392), Route carried "on" structure: Interstate 610, Year Built: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 132,380 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 185,290 (year 2033), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.727, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121020027115353, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711042, Lng: -95.266392), Route carried "on" structure: Interstate 610, Year Built: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 132,380 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 185,290 (year 2033), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.727, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121020027115354, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709972, Lng: -95.267175), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 2,410 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 4,820 (year 2028), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 7.80m (25.59ft), Kilometerpoint: 8.629, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115354, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709972, Lng: -95.267175), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 2,410 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 4,820 (year 2028), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 7.80m (25.59ft), Kilometerpoint: 8.629, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102002711536, Location: AT IH 610/IH 10 INTERCHNG (Lat: 29.776625, Lng: -95.264347), Route carried "on" structure: Ramp Interstate 610, Year Built: 1966, Status: Open, Structure Length: 40.72m (133.60ft), Average Daily Traffic: 9,430 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 13,200 (year 2033), Design Load: HS 20, Features Intersected: IH 10 & IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.540, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.72m (133.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102002711536, Location: AT IH 610/IH 10 INTERCHNG (Lat: 29.776625, Lng: -95.264347), Route carried "on" structure: Ramp Interstate 610, Year Built: 1966, Status: Open, Structure Length: 40.72m (133.60ft), Average Daily Traffic: 9,430 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 13,200 (year 2033), Design Load: HS 20, Features Intersected: IH 10 & IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.540, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.72m (133.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115377, Location: 1.50 MI N OF SH 225 (Lat: 29.724992, Lng: -95.266231), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 37.49m (123.00ft), Average Daily Traffic: 136,576 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 191,840 (year 2033), Design Load: HS 20, Features Intersected: HOUSTON SHIP CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 164.6m (540.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 131.1m (430.1ft), Curb-To-Curb Width: 46.2m (151.6ft), Out-to-Out Width: 47.2m (154.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 192.09m (630.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $19,284,000, Roadway Improvement Cost: $4,821,000, Total Project Cost: $24,105,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115377, Location: 1.50 MI N OF SH 225 (Lat: 29.724992, Lng: -95.266231), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 37.49m (123.00ft), Average Daily Traffic: 136,576 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 191,840 (year 2033), Design Load: HS 20, Features Intersected: HOUSTON SHIP CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 164.6m (540.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 131.1m (430.1ft), Curb-To-Curb Width: 46.2m (151.6ft), Out-to-Out Width: 47.2m (154.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 192.09m (630.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $19,284,000, Roadway Improvement Cost: $4,821,000, Total Project Cost: $24,105,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115378, Location: 0.60 MI N OF SH 225 (Lat: 29.719169, Lng: -95.266450), Route carried "on" structure: Ramp Interstate 610, Year Built: 1972, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: MANCHESTER ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 7.842, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115378, Location: 0.60 MI N OF SH 225 (Lat: 29.719169, Lng: -95.266450), Route carried "on" structure: Ramp Interstate 610, Year Built: 1972, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: MANCHESTER ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 7.842, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115379, Location: 0.60 MI N OF SH 225 (Lat: 29.718992, Lng: -95.265814), Route carried "on" structure: Ramp Interstate 610, Year Built: 1972, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: MANCHESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.842, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
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: Somewhat better than minimum adequacy, 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: 121020027115379, Location: 0.60 MI N OF SH 225 (Lat: 29.718992, Lng: -95.265814), Route carried "on" structure: Ramp Interstate 610, Year Built: 1972, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: MANCHESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.842, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
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: Somewhat better than minimum adequacy, 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: 121020027115381, Location: AT IH 610/IH 10 INTERCHNG (Lat: 29.776356, Lng: -95.265183), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 32.52m (106.69ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 18,420 (year 2033), Design Load: HS 20, Features Intersected: IH 10 & IH 610
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.187, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.52m (106.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $16,000, Total Project Cost: $80,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115381, Location: AT IH 610/IH 10 INTERCHNG (Lat: 29.776356, Lng: -95.265183), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 32.52m (106.69ft), Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 18,420 (year 2033), Design Load: HS 20, Features Intersected: IH 10 & IH 610
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.187, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.52m (106.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $16,000, Total Project Cost: $80,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115435, Location: 2.90 MI S OF IH 10 (Lat: 29.733856, Lng: -95.266447), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: IH 610 SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.383, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $25,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115435, Location: 2.90 MI S OF IH 10 (Lat: 29.733856, Lng: -95.266447), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: IH 610 SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.383, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $25,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115436, Location: 2.90 MI S OF IH 10 (Lat: 29.733044, Lng: -95.265553), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: IH 610 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $26,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115436, Location: 2.90 MI S OF IH 10 (Lat: 29.733044, Lng: -95.265553), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,700 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,180 (year 2033), Design Load: HS 20, Features Intersected: IH 610 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $26,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115437, Location: 0.75 MI NE OF BROADWAY (Lat: 29.709494, Lng: -95.265906), Route carried "on" structure: Ramp State highway 225, Year Built: 1965, Status: Open, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,230 (year 2028), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 8.697, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.77m (77.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $16,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115437, Location: 0.75 MI NE OF BROADWAY (Lat: 29.709494, Lng: -95.265906), Route carried "on" structure: Ramp State highway 225, Year Built: 1965, Status: Open, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,230 (year 2028), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 8.697, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.77m (77.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $16,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115497, Location: 2.20 MI S OF IH 10 (Lat: 29.743444, Lng: -95.264669), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 45,799 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: MISSISSIPPI ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115497, Location: 2.20 MI S OF IH 10 (Lat: 29.743444, Lng: -95.264669), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 45,799 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: MISSISSIPPI ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115498, Location: 2.00 MI S OF IH 10 (Lat: 29.746147, Lng: -95.264783), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 45,799 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: PTRA RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.855, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115498, Location: 2.00 MI S OF IH 10 (Lat: 29.746147, Lng: -95.264783), Route carried "on" structure: Interstate 610, Year Built: 1970, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 45,799 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,110 (year 2033), Design Load: HS 20, Features Intersected: PTRA RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.855, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115703, Location: 1.0 MI N OF SH 225 (Lat: 29.722639, Lng: -95.266064), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 107.02m (351.12ft), Average Daily Traffic: 66,868 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2031), Design Load: HS 20, Features Intersected: UPRR;PTRA;RAMP & CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 36, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, 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: 121020027115703, Location: 1.0 MI N OF SH 225 (Lat: 29.722639, Lng: -95.266064), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 107.02m (351.12ft), Average Daily Traffic: 66,868 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2031), Design Load: HS 20, Features Intersected: UPRR;PTRA;RAMP & CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 36, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, 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: 121020027115704, Location: 1.0 MI N OF SH 225 (Lat: 29.722639, Lng: -95.266267), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 107.02m (351.12ft), Average Daily Traffic: 69,727 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2030), Design Load: HS 20, Features Intersected: UPRR;PTRA;RAMP & CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 36, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, 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: 121020027115704, Location: 1.0 MI N OF SH 225 (Lat: 29.722639, Lng: -95.266267), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 107.02m (351.12ft), Average Daily Traffic: 69,727 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2030), Design Load: HS 20, Features Intersected: UPRR;PTRA;RAMP & CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 36, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, 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: 121020027115705, Location: 1.75 MI N OF SH 225 (Lat: 29.727506, Lng: -95.266608), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 66,868 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2031), Design Load: HS 20, Features Intersected: HIGH LEVEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115705, Location: 1.75 MI N OF SH 225 (Lat: 29.727506, Lng: -95.266608), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 66,868 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2031), Design Load: HS 20, Features Intersected: HIGH LEVEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027115706, Location: 1.75 MI N OF SH 225 (Lat: 29.727506, Lng: -95.266867), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 69,727 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2031), Design Load: HS 20, Features Intersected: HIGH LEVEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027115706, Location: 1.75 MI N OF SH 225 (Lat: 29.727506, Lng: -95.266867), Route carried "on" structure: Interstate 610, Year Built: 1973, Status: Open, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 69,727 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 87,640 (year 2031), Design Load: HS 20, Features Intersected: HIGH LEVEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.587, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 23.5m (77.1ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027116151, Location: 1.1 MI W OF US 90 A (Lat: 29.679286, Lng: -95.446586), Route carried "on" structure: Interstate 610, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 138,141 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 196,950 (year 2033), Design Load: HS 20, Features Intersected: BASSOON DR & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.161, Lanes on structure: 12, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Good, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.26m (43.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $192,000, Total Project Cost: $958,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027116151, Location: 1.1 MI W OF US 90 A (Lat: 29.679286, Lng: -95.446586), Route carried "on" structure: Interstate 610, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 138,141 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 196,950 (year 2033), Design Load: HS 20, Features Intersected: BASSOON DR & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.161, Lanes on structure: 12, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Good, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.26m (43.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $192,000, Total Project Cost: $958,000, Deck Structure Type: Concrete Cast-file-Place