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: 121020027107636, Location: 0.50 MI E OF SH 6 (Lat: 29.784903, Lng: -95.636439), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 25 or greater, Features Intersected: METRO PARK AND RIDE ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: Local Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107636, Location: 0.50 MI E OF SH 6 (Lat: 29.784903, Lng: -95.636439), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 25 or greater, Features Intersected: METRO PARK AND RIDE ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: Local Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107637, Location: 0.50 MI E OF SH 6 (Lat: 29.787839, Lng: -95.635892), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 19.57m (64.21ft), Average Daily Traffic: 5,500 (year 2016), Average Future Daily Traffic: 16,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 PARK AND RIDE LOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107637, Location: 0.50 MI E OF SH 6 (Lat: 29.787839, Lng: -95.635892), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 19.57m (64.21ft), Average Daily Traffic: 5,500 (year 2016), Average Future Daily Traffic: 16,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 PARK AND RIDE LOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107638, Location: AT JCT SH 6 AND IH 10 (Lat: 29.784636, Lng: -95.644806), Route carried "on" structure: State highway 6, Year Built: 2007, Status: Open, Structure Length: 87.14m (285.89ft), Average Daily Traffic: 58,290 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 81,600 (year 2033), Design Load: HS 25 or greater, Features Intersected: IH 10; PARK ROW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 34, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 18, Length of Maximum Span: 74.4m (244.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107638, Location: AT JCT SH 6 AND IH 10 (Lat: 29.784636, Lng: -95.644806), Route carried "on" structure: State highway 6, Year Built: 2007, Status: Open, Structure Length: 87.14m (285.89ft), Average Daily Traffic: 58,290 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 81,600 (year 2033), Design Load: HS 25 or greater, Features Intersected: IH 10; PARK ROW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 34, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 18, Length of Maximum Span: 74.4m (244.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107639, Location: 0.50 MI E OF SH 6 (Lat: 29.787900, Lng: -95.635597), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 35.39m (116.11ft), Average Daily Traffic: 5,500 (year 2015), Average Future Daily Traffic: 16,500 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH10 PRK&RIDE ACCESS LNS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107639, Location: 0.50 MI E OF SH 6 (Lat: 29.787900, Lng: -95.635597), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 35.39m (116.11ft), Average Daily Traffic: 5,500 (year 2015), Average Future Daily Traffic: 16,500 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH10 PRK&RIDE ACCESS LNS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107656, Location: 3.30 MI E OF IH 610 (Lat: 29.776939, Lng: -95.399644), Route carried "on" structure: ServiceState highway 10, Year Built: 2010, Status: Open, Structure Length: 15.70m (51.51ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.155, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107656, Location: 3.30 MI E OF IH 610 (Lat: 29.776939, Lng: -95.399644), Route carried "on" structure: ServiceState highway 10, Year Built: 2010, Status: Open, Structure Length: 15.70m (51.51ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.155, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107657, Location: 0.15 MI E OF STUDEMONT (Lat: 29.776397, Lng: -95.386453), Route carried "on" structure: ServiceState highway 10, Year Built: 2010, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 490 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2030), Design Load: HL 93, Features Intersected: HIKE & BIKE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.682, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
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 corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107657, Location: 0.15 MI E OF STUDEMONT (Lat: 29.776397, Lng: -95.386453), Route carried "on" structure: ServiceState highway 10, Year Built: 2010, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 490 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2030), Design Load: HL 93, Features Intersected: HIKE & BIKE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.682, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
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 corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107658, Location: 3.30 MI E OF IH 610 (Lat: 29.776081, Lng: -95.400300), Route carried "on" structure: ServiceState highway 10, Year Built: 2010, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.155, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107658, Location: 3.30 MI E OF IH 610 (Lat: 29.776081, Lng: -95.400300), Route carried "on" structure: ServiceState highway 10, Year Built: 2010, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.155, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107659, Location: 3.80 MI E OF IH 610 (Lat: 29.776269, Lng: -95.391022), Route carried "on" structure: ServiceState highway 10, Year Built: 2012, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.154, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107659, Location: 3.80 MI E OF IH 610 (Lat: 29.776269, Lng: -95.391022), Route carried "on" structure: ServiceState highway 10, Year Built: 2012, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.154, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102002710766, Location: 3.80 MI E OF IH 610 (Lat: 29.777200, Lng: -95.389281), Route carried "on" structure: ServiceState highway 10, Year Built: 2012, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102002710766, Location: 3.80 MI E OF IH 610 (Lat: 29.777200, Lng: -95.389281), Route carried "on" structure: ServiceState highway 10, Year Built: 2012, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HL 93, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107702, Location: 3.3 MI E OF IH 610 (Lat: 29.776508, Lng: -95.398936), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 2011, Status: Open, Structure Length: 37.80m (124.02ft), Average Daily Traffic: 107,650 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 129,200 (year 2039), Design Load: HS 20, Features Intersected: WHITE OAK BYU & YALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.155, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 30.7m (100.7ft), Out-to-Out Width: 31.4m (103.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107702, Location: 3.3 MI E OF IH 610 (Lat: 29.776508, Lng: -95.398936), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 2011, Status: Open, Structure Length: 37.80m (124.02ft), Average Daily Traffic: 107,650 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 129,200 (year 2039), Design Load: HS 20, Features Intersected: WHITE OAK BYU & YALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.155, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 30.7m (100.7ft), Out-to-Out Width: 31.4m (103.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114061, Location: 0.5 MI NW OF US 90 (Lat: 29.802633, Lng: -95.280089), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1977, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 60,280 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Design Load: H 20, Features Intersected: UP RR & OLD LIB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.950, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.87m (65.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $12,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114061, Location: 0.5 MI NW OF US 90 (Lat: 29.802633, Lng: -95.280089), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1977, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 60,280 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Design Load: H 20, Features Intersected: UP RR & OLD LIB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.950, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.87m (65.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $12,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114065, Location: 1.9 MI E OF LOCKWOOD DR (Lat: 29.804417, Lng: -95.288511), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1977, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 81,811 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.104, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.3 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.87m (45.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $11,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114065, Location: 1.9 MI E OF LOCKWOOD DR (Lat: 29.804417, Lng: -95.288511), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1977, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 81,811 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.104, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.3 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.87m (45.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $11,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114071, Location: 0.30 MI E OF IH 45 (Lat: 29.813828, Lng: -95.369825), Route carried "on" structure: Interstate 610, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 152,874 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 236,000 (year 2033), Design Load: HS 25 or greater, Features Intersected: FULTON ST & Metro RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.018, Lanes on structure: 12, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 56.8m (186.4ft), Out-to-Out Width: 58.2m (190.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $277,000, Total Project Cost: $1,383,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114071, Location: 0.30 MI E OF IH 45 (Lat: 29.813828, Lng: -95.369825), Route carried "on" structure: Interstate 610, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 152,874 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 236,000 (year 2033), Design Load: HS 25 or greater, Features Intersected: FULTON ST & Metro RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.018, Lanes on structure: 12, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 56.8m (186.4ft), Out-to-Out Width: 58.2m (190.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $277,000, Total Project Cost: $1,383,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114072, Location: 0.80 MI E OF IH 45 (Lat: 29.813883, Lng: -95.361231), Route carried "on" structure: Interstate 610, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 152,874 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 236,000 (year 2033), Design Load: HS 25 or greater, Features Intersected: IRVINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.866, Lanes on structure: 12, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 56.8m (186.4ft), Out-to-Out Width: 58.2m (190.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.07m (19.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $186,000, Total Project Cost: $930,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114072, Location: 0.80 MI E OF IH 45 (Lat: 29.813883, Lng: -95.361231), Route carried "on" structure: Interstate 610, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 152,874 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 236,000 (year 2033), Design Load: HS 25 or greater, Features Intersected: IRVINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.866, Lanes on structure: 12, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 56.8m (186.4ft), Out-to-Out Width: 58.2m (190.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.07m (19.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $186,000, Total Project Cost: $930,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114073, Location: 3.30 MI E OF US 290 (Lat: 29.812964, Lng: -95.399311), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 104,480 (year 2033), 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: 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: 121020027114073, Location: 3.30 MI E OF US 290 (Lat: 29.812964, Lng: -95.399311), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 104,480 (year 2033), 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: 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: 121020027114074, Location: 3.80 MI E OF US 290 (Lat: 29.813928, Lng: -95.391603), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 104,480 (year 2033), 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: 121020027114074, Location: 3.80 MI E OF US 290 (Lat: 29.813928, Lng: -95.391603), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 104,480 (year 2033), 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: 121020027114075, Location: 4.30 MI E OF US 290 (Lat: 29.814028, Lng: -95.382475), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 104,480 (year 2033), 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: 121020027114075, Location: 4.30 MI E OF US 290 (Lat: 29.814028, Lng: -95.382475), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 104,480 (year 2033), 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: 1210200271141, Location: 3.10 MI W OF IH 45 (Lat: 29.812686, Lng: -95.426475), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 150,189 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 169,070 (year 2033), Features Intersected: TURKEY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.525, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 68.6m (225.1ft), Skew: 33 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: Good, 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: 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: 1210200271141, Location: 3.10 MI W OF IH 45 (Lat: 29.812686, Lng: -95.426475), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 150,189 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 169,070 (year 2033), Features Intersected: TURKEY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.525, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 68.6m (225.1ft), Skew: 33 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: Good, 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: 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: 121020027114117, Location: 1.9 MI E OF LOCKWOOD DR (Lat: 29.804228, Lng: -95.288506), Route carried "on" structure: Interstate 610, Year Built: 1964, Year Reconstructed: 1977, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 80,215 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.104, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.87m (45.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $11,000, Total Project Cost: $53,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114117, Location: 1.9 MI E OF LOCKWOOD DR (Lat: 29.804228, Lng: -95.288506), Route carried "on" structure: Interstate 610, Year Built: 1964, Year Reconstructed: 1977, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 80,215 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.104, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.87m (45.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $11,000, Total Project Cost: $53,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102002711412, Location: 0.5 MI NW OF US 90 (Lat: 29.802461, Lng: -95.280200), Route carried "on" structure: Interstate 610, Year Built: 1964, Year Reconstructed: 1977, Status: Open, Structure Length: 20.27m (66.50ft), Average Daily Traffic: 60,280 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Design Load: HS 20, Features Intersected: UP RR & OLD LIB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.950, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 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: 20.27m (66.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $15,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102002711412, Location: 0.5 MI NW OF US 90 (Lat: 29.802461, Lng: -95.280200), Route carried "on" structure: Interstate 610, Year Built: 1964, Year Reconstructed: 1977, Status: Open, Structure Length: 20.27m (66.50ft), Average Daily Traffic: 60,280 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 84,390 (year 2033), Design Load: HS 20, Features Intersected: UP RR & OLD LIB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.950, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 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: 20.27m (66.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $15,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114148, Location: 2.60 MI E OF US 290 (Lat: 29.812853, Lng: -95.411678), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 91,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,530 (year 2033), 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: 20.4m (66.9ft), Out-to-Out Width: 21.0m (68.9ft)
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: 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, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $73,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114148, Location: 2.60 MI E OF US 290 (Lat: 29.812853, Lng: -95.411678), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 91,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,530 (year 2033), 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: 20.4m (66.9ft), Out-to-Out Width: 21.0m (68.9ft)
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: 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, 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: 121020027114149, Location: 2.60 MI E OF US 290 (Lat: 29.812853, Lng: -95.410253), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,530 (year 2033), 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: 20.4m (66.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: 121020027114149, Location: 2.60 MI E OF US 290 (Lat: 29.812853, Lng: -95.410253), Route carried "on" structure: Interstate 610, Year Built: 1963, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 97,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,530 (year 2033), 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: 20.4m (66.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: 121020027114256, Location: 0.20 MI W OF US59 (Lat: 29.809000, Lng: -95.340467), Route carried "on" structure: Ramp Interstate 610, Year Built: 1999, Status: Open, Structure Length: 61.20m (200.79ft), Average Daily Traffic: 23,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 25,570 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB EXIT RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.342, Lanes on structure: 2, Lanes under structure: 3, 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: 18, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027114256, Location: 0.20 MI W OF US59 (Lat: 29.809000, Lng: -95.340467), Route carried "on" structure: Ramp Interstate 610, Year Built: 1999, Status: Open, Structure Length: 61.20m (200.79ft), Average Daily Traffic: 23,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 25,570 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB EXIT RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.342, Lanes on structure: 2, Lanes under structure: 3, 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: 18, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027114385, Location: 0.00 MI E OF SP 548 (Lat: 29.812950, Lng: -95.352200), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 41.39m (135.79ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: HARDY ST & HB&T RR
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 11.734, Lanes on structure: 4, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 8, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114385, Location: 0.00 MI E OF SP 548 (Lat: 29.812950, Lng: -95.352200), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 41.39m (135.79ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: HARDY ST & HB&T RR
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 11.734, Lanes on structure: 4, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 8, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114386, Location: 0.40 MI W OF US 59 (Lat: 29.809858, Lng: -95.342417), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.764, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114386, Location: 0.40 MI W OF US 59 (Lat: 29.809858, Lng: -95.342417), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.764, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114387, Location: 0.20 MI W OF US 59 (Lat: 29.809103, Lng: -95.339997), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: UP RR & NECHES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.005, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114387, Location: 0.20 MI W OF US 59 (Lat: 29.809103, Lng: -95.339997), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: UP RR & NECHES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.005, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114388, Location: AT US 59 & IH 610 N LP (Lat: 29.808308, Lng: -95.336244), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: US 59
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.387, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.73m (35.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114388, Location: AT US 59 & IH 610 N LP (Lat: 29.808308, Lng: -95.336244), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 92,223 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: US 59
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.387, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.73m (35.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114389, Location: 0.6 MI W OF LOCKWOOD DR (Lat: 29.808442, Lng: -95.328556), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 82,723 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 90,190 (year 2033), Design Load: HS 20, Features Intersected: HIRSCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.130, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 121020027114389, Location: 0.6 MI W OF LOCKWOOD DR (Lat: 29.808442, Lng: -95.328556), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 82,723 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 90,190 (year 2033), Design Load: HS 20, Features Intersected: HIRSCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.130, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12102002711439, Location: 1.0 MI E OF US 59 (Lat: 29.809292, Lng: -95.317256), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 82,723 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 90,190 (year 2033), Design Load: HS 20, Features Intersected: LOCKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.237, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12102002711439, Location: 1.0 MI E OF US 59 (Lat: 29.809292, Lng: -95.317256), Route carried "on" structure: Interstate 610, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 82,723 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 90,190 (year 2033), Design Load: HS 20, Features Intersected: LOCKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.237, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 121020027114391, Location: 1.6 MI E OF US 59 (Lat: 29.809278, Lng: -95.309028), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 82,723 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 90,190 (year 2033), Design Load: HS 20, Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.076, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020027114391, Location: 1.6 MI E OF US 59 (Lat: 29.809278, Lng: -95.309028), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 82,723 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 90,190 (year 2033), Design Load: HS 20, Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.076, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020027114403, Location: 0.05 MI W OF IH 45 (Lat: 29.815561, Lng: -95.377497), Route carried "on" structure: Interstate 610, Year Built: 1960, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 215,192 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 188,110 (year 2033), Features Intersected: LITTLE WHITE OAK BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 91.4m (299.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121020027114403, Location: 0.05 MI W OF IH 45 (Lat: 29.815561, Lng: -95.377497), Route carried "on" structure: Interstate 610, Year Built: 1960, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 215,192 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 188,110 (year 2033), Features Intersected: LITTLE WHITE OAK BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 91.4m (299.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 121020027114404, Location: AT US 59 & IH 610 N LOOP (Lat: 29.808597, Lng: -95.339481), Route carried "on" structure: Ramp Interstate 610, Year Built: 1979, Status: Open, Structure Length: 73.88m (242.39ft), Average Daily Traffic: 13,670 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 19,130 (year 2033), Design Load: HS 20, Features Intersected: IH 610 / US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.002, Lanes on structure: 2, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 26, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020027114404, Location: AT US 59 & IH 610 N LOOP (Lat: 29.808597, Lng: -95.339481), Route carried "on" structure: Ramp Interstate 610, Year Built: 1979, Status: Open, Structure Length: 73.88m (242.39ft), Average Daily Traffic: 13,670 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 19,130 (year 2033), Design Load: HS 20, Features Intersected: IH 610 / US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.002, Lanes on structure: 2, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 26, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel
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Structure Number: 121020027114405, Location: AT US 59 & IH 610 N LOOP (Lat: 29.809178, Lng: -95.337697), Route carried "on" structure: Ramp US 59, Year Built: 1979, Year Reconstructed: 1993, Status: Open, Structure Length: 68.79m (225.69ft), Average Daily Traffic: 26,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 44,350 (year 2030), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.705, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 30, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020027114405, Location: AT US 59 & IH 610 N LOOP (Lat: 29.809178, Lng: -95.337697), Route carried "on" structure: Ramp US 59, Year Built: 1979, Year Reconstructed: 1993, Status: Open, Structure Length: 68.79m (225.69ft), Average Daily Traffic: 26,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 44,350 (year 2030), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.705, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 30, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel
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Structure Number: 121020027114406, Location: AT US 59 & IH 610 N LOOP (Lat: 29.808586, Lng: -95.333583), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 65.90m (216.21ft), Average Daily Traffic: 12,880 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 18,030 (year 2033), Design Load: HS 20, Features Intersected: IH 610 / US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.518, Lanes on structure: 1, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 13, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020027114406, Location: AT US 59 & IH 610 N LOOP (Lat: 29.808586, Lng: -95.333583), Route carried "on" structure: Ramp Interstate 610, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 65.90m (216.21ft), Average Daily Traffic: 12,880 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 18,030 (year 2033), Design Load: HS 20, Features Intersected: IH 610 / US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.518, Lanes on structure: 1, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 13, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel
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Structure Number: 121020027114408, Location: AT US 59 & IH 610 N LOOP (Lat: 29.808625, Lng: -95.334992), Route carried "on" structure: Ramp US 59, Year Built: 1979, Status: Open, Structure Length: 50.11m (164.40ft), Average Daily Traffic: 23,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 44,350 (year 2030), Design Load: HS 20, Features Intersected: IH 610 / US 59
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 6.465, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 8, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Corrugated Steel
Structure Number: 121020027114408, Location: AT US 59 & IH 610 N LOOP (Lat: 29.808625, Lng: -95.334992), Route carried "on" structure: Ramp US 59, Year Built: 1979, Status: Open, Structure Length: 50.11m (164.40ft), Average Daily Traffic: 23,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 44,350 (year 2030), Design Load: HS 20, Features Intersected: IH 610 / US 59
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 6.465, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 8, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Corrugated Steel
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Structure Number: 121020027114409, Location: AT US 59 & IH 610 N LP (Lat: 29.808967, Lng: -95.334797), Route carried "on" structure: Ramp Interstate 610, Year Built: 1979, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 22,500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 18,030 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.494, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114409, Location: AT US 59 & IH 610 N LP (Lat: 29.808967, Lng: -95.334797), Route carried "on" structure: Ramp Interstate 610, Year Built: 1979, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 22,500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 18,030 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.494, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114449, Location: 0.00 MI N OF IH 610 (Lat: 29.813922, Lng: -95.352683), Route carried "on" structure: Ramp Interstate 610, Year Built: 1988, Status: Open, Structure Length: 36.73m (120.51ft), Average Daily Traffic: 6,186 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,900 (year 2036), Design Load: HS 20, Features Intersected: IH 610 & SP 548 CONN F
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 3.219, Lanes on structure: 1, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114449, Location: 0.00 MI N OF IH 610 (Lat: 29.813922, Lng: -95.352683), Route carried "on" structure: Ramp Interstate 610, Year Built: 1988, Status: Open, Structure Length: 36.73m (120.51ft), Average Daily Traffic: 6,186 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,900 (year 2036), Design Load: HS 20, Features Intersected: IH 610 & SP 548 CONN F
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 3.219, Lanes on structure: 1, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102002711445, Location: 0.00 MI N OF IH 610 (Lat: 29.815383, Lng: -95.352017), Route carried "on" structure: Ramp Interstate 610, Year Built: 1988, Status: Open, Structure Length: 49.29m (161.71ft), Average Daily Traffic: 13,670 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 19,130 (year 2033), Design Load: HS 20, Features Intersected: KELLEY ST & HB&T RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.745, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 5, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102002711445, Location: 0.00 MI N OF IH 610 (Lat: 29.815383, Lng: -95.352017), Route carried "on" structure: Ramp Interstate 610, Year Built: 1988, Status: Open, Structure Length: 49.29m (161.71ft), Average Daily Traffic: 13,670 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 19,130 (year 2033), Design Load: HS 20, Features Intersected: KELLEY ST & HB&T RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.745, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 5, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027114469, Location: 0.00 MI E OF SP 548 (Lat: 29.813117, Lng: -95.352150), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 41.39m (135.79ft), Average Daily Traffic: 97,851 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: HARDY ST & HB&T RR
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 11.734, Lanes on structure: 4, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Number Of Approach Spans: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027114469, Location: 0.00 MI E OF SP 548 (Lat: 29.813117, Lng: -95.352150), Route carried "on" structure: Interstate 610, Year Built: 1972, Status: Open, Structure Length: 41.39m (135.79ft), Average Daily Traffic: 97,851 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 95,680 (year 2033), Design Load: HS 20, Features Intersected: HARDY ST & HB&T RR
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 11.734, Lanes on structure: 4, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Number Of Approach Spans: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place