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: 121020027107592, Location: 4.9 MI E OF SH 6 (Lat: 29.784975, Lng: -95.560092), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 46.39m (152.20ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 22,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 & BW 8
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 22, Owner: State Highway Agency, Maintenance Responsibility: 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: 3, Length of Maximum Span: 107.3m (352.0ft), 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: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107592, Location: 4.9 MI E OF SH 6 (Lat: 29.784975, Lng: -95.560092), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 46.39m (152.20ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 22,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 & BW 8
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 22, Owner: State Highway Agency, Maintenance Responsibility: 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: 3, Length of Maximum Span: 107.3m (352.0ft), 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: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107593, Location: 4.9 MI E OF SH 6 (Lat: 29.784128, Lng: -95.566167), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 & BW 8
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 22, Owner: State Highway Agency, Maintenance Responsibility: 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: 6, Length of Maximum Span: 111.6m (366.1ft), 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: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107593, Location: 4.9 MI E OF SH 6 (Lat: 29.784128, Lng: -95.566167), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 & BW 8
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 22, Owner: State Highway Agency, Maintenance Responsibility: 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: 6, Length of Maximum Span: 111.6m (366.1ft), 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: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107594, Location: 4.90 MI E OF SH 6 (Lat: 29.785064, Lng: -95.560083), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 130.97m (429.69ft), Average Daily Traffic: 16,500 (year 2016), Average Future Daily Traffic: 27,500 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 WB FR & BW 8 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 24, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107594, Location: 4.90 MI E OF SH 6 (Lat: 29.785064, Lng: -95.560083), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 130.97m (429.69ft), Average Daily Traffic: 16,500 (year 2016), Average Future Daily Traffic: 27,500 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10 WB FR & BW 8 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 24, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107595, Location: 4.90 MI E OF SH 6 (Lat: 29.784036, Lng: -95.565478), Route carried "on" structure: Ramp Interstate 10, Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 85.28m (279.79ft), Average Daily Traffic: 16,500 (year 2016), Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 20, Features Intersected: IH 10 EB FR & BW 8 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 80.2m (263.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107595, Location: 4.90 MI E OF SH 6 (Lat: 29.784036, Lng: -95.565478), Route carried "on" structure: Ramp Interstate 10, Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 85.28m (279.79ft), Average Daily Traffic: 16,500 (year 2016), Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 20, Features Intersected: IH 10 EB FR & BW 8 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 80.2m (263.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107596, Location: 0.90 MI W OF IH 610 (Lat: 29.783928, Lng: -95.468075), Route carried "on" structure: Interstate 10, Year Built: 2008, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 160,116 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 212,870 (year 2033), Design Load: HS 25 or greater, Features Intersected: SILBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 9, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.5m (152.6ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107596, Location: 0.90 MI W OF IH 610 (Lat: 29.783928, Lng: -95.468075), Route carried "on" structure: Interstate 10, Year Built: 2008, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 160,116 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 212,870 (year 2033), Design Load: HS 25 or greater, Features Intersected: SILBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 9, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.5m (152.6ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107597, Location: 0.90 MI W OF IH 610 (Lat: 29.783928, Lng: -95.468075), Route carried "on" structure: Interstate 10, Year Built: 2008, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 160,776 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 238,820 (year 2033), Design Load: HS 25 or greater, Features Intersected: SILBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 9, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.5m (152.6ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107597, Location: 0.90 MI W OF IH 610 (Lat: 29.783928, Lng: -95.468075), Route carried "on" structure: Interstate 10, Year Built: 2008, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 160,776 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 238,820 (year 2033), Design Load: HS 25 or greater, Features Intersected: SILBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 9, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.5m (152.6ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107598, Location: 4.9 MI E OF SH 6 (Lat: 29.784906, Lng: -95.562358), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 15.00m (49.21ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 275,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: BW 8 FRTG RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107598, Location: 4.9 MI E OF SH 6 (Lat: 29.784906, Lng: -95.562358), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 15.00m (49.21ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 275,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: BW 8 FRTG RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107599, Location: 4.9 MI E OF SH 6 (Lat: 29.784231, Lng: -95.563853), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 15.00m (49.21ft), Average Daily Traffic: 153,286 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 275,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: BW 8 FRTG RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107599, Location: 4.9 MI E OF SH 6 (Lat: 29.784231, Lng: -95.563853), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 15.00m (49.21ft), Average Daily Traffic: 153,286 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 275,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: BW 8 FRTG RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1210200271076, Location: 4.9 MI E OF SH 6 (Lat: 29.783106, Lng: -95.562603), Route carried "on" structure: ServiceState highway 8, Year Built: 2007, Status: Open, Structure Length: 49.23m (161.52ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 8, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210200271076, Location: 4.9 MI E OF SH 6 (Lat: 29.783106, Lng: -95.562603), Route carried "on" structure: ServiceState highway 8, Year Built: 2007, Status: Open, Structure Length: 49.23m (161.52ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 8, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107601, Location: 4.9 MI E OF SH 6 (Lat: 29.787394, Lng: -95.563606), Route carried "on" structure: ServiceState highway 8, Year Built: 2007, Status: Open, Structure Length: 54.93m (180.22ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 13, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107601, Location: 4.9 MI E OF SH 6 (Lat: 29.787394, Lng: -95.563606), Route carried "on" structure: ServiceState highway 8, Year Built: 2007, Status: Open, Structure Length: 54.93m (180.22ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 33,000 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 10
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 13, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107602, Location: 2.1 MI E OF SH 6 (Lat: 29.784411, Lng: -95.610264), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.711, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 39.9m (130.9ft), Out-to-Out Width: 40.6m (133.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 121020027107602, Location: 2.1 MI E OF SH 6 (Lat: 29.784411, Lng: -95.610264), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.711, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 39.9m (130.9ft), Out-to-Out Width: 40.6m (133.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 121020027107603, Location: 2.1 MI E OF SH 6 (Lat: 29.784233, Lng: -95.610272), Route carried "on" structure: ServiceInterstate 10, Year Built: 2007, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 15,135 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 45,130 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.714, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107603, Location: 2.1 MI E OF SH 6 (Lat: 29.784233, Lng: -95.610272), Route carried "on" structure: ServiceInterstate 10, Year Built: 2007, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 15,135 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 45,130 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.714, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107604, Location: 2.1 MI E OF SH 6 (Lat: 29.785197, Lng: -95.609789), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.711, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 45.0m (147.6ft), Out-to-Out Width: 45.8m (150.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, 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: 121020027107604, Location: 2.1 MI E OF SH 6 (Lat: 29.785197, Lng: -95.609789), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.711, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 45.0m (147.6ft), Out-to-Out Width: 45.8m (150.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, 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: 121020027107605, Location: 2.1 MI E OF SH 6 (Lat: 29.785386, Lng: -95.609853), Route carried "on" structure: ServiceInterstate 10, Year Built: 2005, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 50,770 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 71,090 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.716, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107605, Location: 2.1 MI E OF SH 6 (Lat: 29.785386, Lng: -95.609853), Route carried "on" structure: ServiceInterstate 10, Year Built: 2005, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 50,770 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 71,090 (year 2033), Design Load: HS 25 or greater, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.716, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107606, Location: 1.6 MI W OF BW 8 (Lat: 29.784372, Lng: -95.590781), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: N KIRKWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.593, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: 121020027107606, Location: 1.6 MI W OF BW 8 (Lat: 29.784372, Lng: -95.590781), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: N KIRKWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.593, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: 121020027107607, Location: 3.4 MI E OF SH 6 (Lat: 29.785075, Lng: -95.589847), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 160,407 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: N KIRKWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.593, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, 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: 121020027107607, Location: 3.4 MI E OF SH 6 (Lat: 29.785075, Lng: -95.589847), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 160,407 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: N KIRKWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.593, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, 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: 121020027107608, Location: 2.3 MI E OF SH 6 (Lat: 29.784492, Lng: -95.606531), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: DAIRY ASHFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.030, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), 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: 37.5m (123.0ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107608, Location: 2.3 MI E OF SH 6 (Lat: 29.784492, Lng: -95.606531), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: DAIRY ASHFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.030, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), 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: 37.5m (123.0ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107609, Location: 2.3 MI E OF SH 6 (Lat: 29.785144, Lng: -95.605997), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: DAIRY ASHFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.030, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107609, Location: 2.3 MI E OF SH 6 (Lat: 29.785144, Lng: -95.605997), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 138,540 (year 2033), Design Load: HS 25 or greater, Features Intersected: DAIRY ASHFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.030, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102002710761, Location: AT JCT BW 8 AND IH 10 (Lat: 29.785086, Lng: -95.553383), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 265,257 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 656,470 (year 2035), Design Load: HS 20, Features Intersected: RUMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 22, Owner: State Highway Agency, Approaching Roadway Width: 101.2m (332.0ft), Skew: 9 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: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 12102002710761, Location: AT JCT BW 8 AND IH 10 (Lat: 29.785086, Lng: -95.553383), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 265,257 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 656,470 (year 2035), Design Load: HS 20, Features Intersected: RUMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 22, Owner: State Highway Agency, Approaching Roadway Width: 101.2m (332.0ft), Skew: 9 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: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: 121020027107611, Location: 0.10 MI W OF BW 8 (Lat: 29.785231, Lng: -95.566114), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 266,639 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 393,000 (year 2035), Design Load: HS 20, Features Intersected: RUMMEL CREEK & TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 101.2m (332.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121020027107611, Location: 0.10 MI W OF BW 8 (Lat: 29.785231, Lng: -95.566114), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 266,639 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 393,000 (year 2035), Design Load: HS 20, Features Intersected: RUMMEL CREEK & TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 101.2m (332.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: 121020027107612, Location: 1.30 MI E OF BW 8 (Lat: 29.784981, Lng: -95.535097), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 30,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 WB EXIT RAMP 4-E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 73.2m (240.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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, 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: 121020027107612, Location: 1.30 MI E OF BW 8 (Lat: 29.784981, Lng: -95.535097), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 30,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 WB EXIT RAMP 4-E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 73.2m (240.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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, 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: 121020027107613, Location: 1.40 MI E OF BW 8 (Lat: 29.784008, Lng: -95.538792), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 47.55m (156.00ft), Average Daily Traffic: 375,126 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 435,146 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 EB EXIT RP 4-G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020027107613, Location: 1.40 MI E OF BW 8 (Lat: 29.784008, Lng: -95.538792), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 47.55m (156.00ft), Average Daily Traffic: 375,126 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 435,146 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 EB EXIT RP 4-G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020027107614, Location: 2.20 MI E OF BW 8 (Lat: 29.784814, Lng: -95.523025), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 39.32m (129.00ft), Average Daily Traffic: 11,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 27,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 WB ENTR RAMP 4-J
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020027107614, Location: 2.20 MI E OF BW 8 (Lat: 29.784814, Lng: -95.523025), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 39.32m (129.00ft), Average Daily Traffic: 11,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 27,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 WB ENTR RAMP 4-J
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020027107615, Location: 2.20 MI E OF BW 8 (Lat: 29.783917, Lng: -95.528217), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 51.21m (168.01ft), Average Daily Traffic: 375,126 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 600,202 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 EB EXIT RAMP 4-L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020027107615, Location: 2.20 MI E OF BW 8 (Lat: 29.783917, Lng: -95.528217), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 51.21m (168.01ft), Average Daily Traffic: 375,126 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 600,202 (year 2035), Design Load: HS 25 or greater, Features Intersected: IH 10 EB EXIT RAMP 4-L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020027107616, Location: 1.90 MI E OF BW 8 (Lat: 29.784053, Lng: -95.532247), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 170,177 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: BUNKER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), 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: 39.0m (128.0ft), Curb-To-Curb Width: 40.6m (133.2ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020027107616, Location: 1.90 MI E OF BW 8 (Lat: 29.784053, Lng: -95.532247), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 170,177 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: BUNKER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), 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: 39.0m (128.0ft), Curb-To-Curb Width: 40.6m (133.2ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020027107617, Location: 1.90 MI E OF BW 8 (Lat: 29.784917, Lng: -95.531367), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: BUNKER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), 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: 39.0m (128.0ft), Curb-To-Curb Width: 51.3m (168.3ft), Out-to-Out Width: 52.0m (170.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: 121020027107617, Location: 1.90 MI E OF BW 8 (Lat: 29.784917, Lng: -95.531367), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: BUNKER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), 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: 39.0m (128.0ft), Curb-To-Curb Width: 51.3m (168.3ft), Out-to-Out Width: 52.0m (170.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: 121020027107618, Location: 2.45 MI E OF BW 8 (Lat: 29.783997, Lng: -95.521725), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 170,177 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 209,380 (year 2033), Design Load: HS 25 or greater, Features Intersected: BLALOCK RD; ECHO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.268, Lanes on structure: 8, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 41.1m (134.8ft), 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: 37.8m (124.0ft), Curb-To-Curb Width: 41.1m (134.8ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: 121020027107618, Location: 2.45 MI E OF BW 8 (Lat: 29.783997, Lng: -95.521725), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 170,177 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 209,380 (year 2033), Design Load: HS 25 or greater, Features Intersected: BLALOCK RD; ECHO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.268, Lanes on structure: 8, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 41.1m (134.8ft), 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: 37.8m (124.0ft), Curb-To-Curb Width: 41.1m (134.8ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: 121020027107619, Location: 2.45 MI E OF BW 8 (Lat: 29.784731, Lng: -95.520831), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 209,380 (year 2033), Design Load: HS 25 or greater, Features Intersected: BLALOCK RD; ECHO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.268, Lanes on structure: 8, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.3m (138.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, 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: 121020027107619, Location: 2.45 MI E OF BW 8 (Lat: 29.784731, Lng: -95.520831), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 209,380 (year 2033), Design Load: HS 25 or greater, Features Intersected: BLALOCK RD; ECHO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.268, Lanes on structure: 8, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.3m (138.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, 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: 121020027107622, Location: 1.15 MI E OF BW 8 (Lat: 29.784156, Lng: -95.544642), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 170,177 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 600,201 (year 2035), Design Load: HS 25 or greater, Features Intersected: GESSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107622, Location: 1.15 MI E OF BW 8 (Lat: 29.784156, Lng: -95.544642), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 170,177 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 600,201 (year 2035), Design Load: HS 25 or greater, Features Intersected: GESSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107623, Location: 1.15 MI E OF BW 8 (Lat: 29.784864, Lng: -95.543347), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 626,460 (year 2035), Design Load: HS 25 or greater, Features Intersected: GESSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107623, Location: 1.15 MI E OF BW 8 (Lat: 29.784864, Lng: -95.543347), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 141,891 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 626,460 (year 2035), Design Load: HS 25 or greater, Features Intersected: GESSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107624, Location: 0.25 MI E OF GESSNER RD (Lat: 29.784236, Lng: -95.540161), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 265,257 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 535,894 (year 2035), Design Load: HS 25 or greater, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 97.5m (319.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121020027107624, Location: 0.25 MI E OF GESSNER RD (Lat: 29.784236, Lng: -95.540161), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 265,257 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 535,894 (year 2035), Design Load: HS 25 or greater, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 97.5m (319.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: 121020027107627, Location: AT JCT SH 6 AND IH 10 (Lat: 29.785183, Lng: -95.644211), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: SH 6 FRTG RDS
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 121020027107627, Location: AT JCT SH 6 AND IH 10 (Lat: 29.785183, Lng: -95.644211), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: SH 6 FRTG RDS
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 121020027107628, Location: AT JCT SH 6 AND IH 10 (Lat: 29.784486, Lng: -95.645419), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 115,258 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: SH 6 FRTG RDS
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 121020027107628, Location: AT JCT SH 6 AND IH 10 (Lat: 29.784486, Lng: -95.645419), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 115,258 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2034), Design Load: HS 25 or greater, Features Intersected: SH 6 FRTG RDS
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 121020027107629, Location: 1.60 MI E OF SH 6 (Lat: 29.785189, Lng: -95.617264), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 260,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: ELDRIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 121020027107629, Location: 1.60 MI E OF SH 6 (Lat: 29.785189, Lng: -95.617264), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 260,000 (year 2035), Design Load: HS 25 or greater, Features Intersected: ELDRIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 12102002710763, Location: 1.60 MI E OF SH 6 (Lat: 29.784519, Lng: -95.618242), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: ELDRIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 12102002710763, Location: 1.60 MI E OF SH 6 (Lat: 29.784519, Lng: -95.618242), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: ELDRIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 121020027107631, Location: 1.25 MI E OF SH 6 (Lat: 29.784508, Lng: -95.624072), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 300,000 (year 2031), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 38.0m (124.7ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 121020027107631, Location: 1.25 MI E OF SH 6 (Lat: 29.784508, Lng: -95.624072), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 123,775 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 300,000 (year 2031), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 38.0m (124.7ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 121020027107632, Location: 1.25 MI E OF SH 6 (Lat: 29.785189, Lng: -95.623556), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 200,000 (year 2031), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 121020027107632, Location: 1.25 MI E OF SH 6 (Lat: 29.785189, Lng: -95.623556), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 105,907 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 200,000 (year 2031), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 121020027107633, Location: 1.25 MI E OF SH 6 (Lat: 29.785414, Lng: -95.623564), Route carried "on" structure: ServiceInterstate 10, Year Built: 2005, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 17,670 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 33,080 (year 2029), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107633, Location: 1.25 MI E OF SH 6 (Lat: 29.785414, Lng: -95.623564), Route carried "on" structure: ServiceInterstate 10, Year Built: 2005, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 17,670 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 33,080 (year 2029), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107634, Location: 1.25 MI E OF SH 6 (Lat: 29.784353, Lng: -95.624078), Route carried "on" structure: ServiceInterstate 10, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 301,466 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 331,613 (year 2035), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107634, Location: 1.25 MI E OF SH 6 (Lat: 29.784353, Lng: -95.624078), Route carried "on" structure: ServiceInterstate 10, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 301,466 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 331,613 (year 2035), Design Load: HS 25 or greater, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027107635, Location: 0.50 MI E OF SH 6 (Lat: 29.785233, Lng: -95.635694), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 48.16m (158.01ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 30,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020027107635, Location: 0.50 MI E OF SH 6 (Lat: 29.785233, Lng: -95.635694), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 48.16m (158.01ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 30,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place