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: 121020002713182, Location: 3.0 MI E OF IH 610 (Lat: 29.729311, Lng: -95.433442), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 2000, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 20,369 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 28,517 (year 2039), Design Load: HS 20, Features Intersected: IH 69 / US 59, Facility Carried by Structure: EDLOE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.521, Lanes on structure: 7, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.20m (62.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020002713182, Location: 3.0 MI E OF IH 610 (Lat: 29.729311, Lng: -95.433442), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 2000, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 20,369 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 28,517 (year 2039), Design Load: HS 20, Features Intersected: IH 69 / US 59, Facility Carried by Structure: EDLOE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.521, Lanes on structure: 7, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.20m (62.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020002713184, Location: 0.75 MI E OF IH 610W (Lat: 29.729517, Lng: -95.448078), Route carried "on" structure: ServiceUS 59, Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,450 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 3,440 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713184, Location: 0.75 MI E OF IH 610W (Lat: 29.729517, Lng: -95.448078), Route carried "on" structure: ServiceUS 59, Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,450 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 3,440 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713185, Location: 0.75 MI E OF IH 610W (Lat: 29.730267, Lng: -95.448033), Route carried "on" structure: ServiceUS 59, Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,370 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713185, Location: 0.75 MI E OF IH 610W (Lat: 29.730267, Lng: -95.448033), Route carried "on" structure: ServiceUS 59, Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,370 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,510 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713195, Location: US 59 & SH 288 I/C (Lat: 29.733811, Lng: -95.371722), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 6,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 12,000 (year 2031), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020002713195, Location: US 59 & SH 288 I/C (Lat: 29.733811, Lng: -95.371722), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 6,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 12,000 (year 2031), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel
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Structure Number: 121020002713196, Location: SH 288 @ US 59 (Lat: 29.734361, Lng: -95.370350), Route carried "on" structure: State highway 288, Year Built: 1979, Status: Open, Structure Length: 22.52m (73.88ft), Average Daily Traffic: 66,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 92,400 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB & ALABAMA ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.208, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713196, Location: SH 288 @ US 59 (Lat: 29.734361, Lng: -95.370350), Route carried "on" structure: State highway 288, Year Built: 1979, Status: Open, Structure Length: 22.52m (73.88ft), Average Daily Traffic: 66,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 92,400 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB & ALABAMA ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.208, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713198, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655319, Lng: -95.564694), Route carried "on" structure: ServiceInterstate 69, Year Built: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 30,760 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 43,060 (year 2031), Design Load: HS 20, Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.679, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713198, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655319, Lng: -95.564694), Route carried "on" structure: ServiceInterstate 69, Year Built: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 30,760 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 43,060 (year 2031), Design Load: HS 20, Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.679, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713199, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655575, Lng: -95.563272), Route carried "on" structure: ServiceInterstate 69, Year Built: 1988, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 30,550 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 43,690 (year 2030), Design Load: HS 20, Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.573, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $5,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713199, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655575, Lng: -95.563272), Route carried "on" structure: ServiceInterstate 69, Year Built: 1988, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 30,550 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 43,690 (year 2030), Design Load: HS 20, Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.573, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $5,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210200027132, Location: 4.0 Mi S of Westpark Toll (Lat: 29.660200, Lng: -95.558528), Route carried "on" structure: Interstate 69, Year Built: 1988, Status: Open, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 23.717, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, 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: 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 1210200027132, Location: 4.0 Mi S of Westpark Toll (Lat: 29.660200, Lng: -95.558528), Route carried "on" structure: Interstate 69, Year Built: 1988, Status: Open, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 23.717, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, 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: 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: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713205, Location: 4.0 Mi S of Westpark Toll (Lat: 29.663117, Lng: -95.557628), Route carried "on" structure: Ramp State highway 8, Year Built: 1990, Status: Open, Structure Length: 69.62m (228.41ft), Average Daily Traffic: 12,368 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 110,960 (year 2032), Design Load: HS 20, Features Intersected: BW 8 & Connectors
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.345, Lanes on structure: 1, Lanes under structure: 24, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 12, Length of Maximum Span: 64.3m (211.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, 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, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713205, Location: 4.0 Mi S of Westpark Toll (Lat: 29.663117, Lng: -95.557628), Route carried "on" structure: Ramp State highway 8, Year Built: 1990, Status: Open, Structure Length: 69.62m (228.41ft), Average Daily Traffic: 12,368 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 110,960 (year 2032), Design Load: HS 20, Features Intersected: BW 8 & Connectors
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.345, Lanes on structure: 1, Lanes under structure: 24, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 12, Length of Maximum Span: 64.3m (211.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, 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, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713206, Location: 4.0 Mi S of Westpark Toll (Lat: 29.662886, Lng: -95.558511), Route carried "on" structure: Ramp Interstate 69, Year Built: 1990, Status: Open, Structure Length: 77.66m (254.79ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: BW 8 & IH 69 NB On Ramp
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 24.430, Lanes on structure: 2, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 10, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713206, Location: 4.0 Mi S of Westpark Toll (Lat: 29.662886, Lng: -95.558511), Route carried "on" structure: Ramp Interstate 69, Year Built: 1990, Status: Open, Structure Length: 77.66m (254.79ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: BW 8 & IH 69 NB On Ramp
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 24.430, Lanes on structure: 2, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 10, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713207, Location: 4.0 Mi S of Westpark Toll (Lat: 29.664222, Lng: -95.555094), Route carried "on" structure: Ramp Interstate 69, Year Built: 1990, Status: Open, Structure Length: 44.99m (147.60ft), Average Daily Traffic: 23,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: IH 69 SBFR & BW 8 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.142, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713207, Location: 4.0 Mi S of Westpark Toll (Lat: 29.664222, Lng: -95.555094), Route carried "on" structure: Ramp Interstate 69, Year Built: 1990, Status: Open, Structure Length: 44.99m (147.60ft), Average Daily Traffic: 23,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: IH 69 SBFR & BW 8 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.142, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713208, Location: 1.90 MI W OF IH 610 W (Lat: 29.721875, Lng: -95.493311), Route carried "on" structure: US 59, Year Built: 1993, Year Reconstructed: 2003, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: WESTPARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.502, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713208, Location: 1.90 MI W OF IH 610 W (Lat: 29.721875, Lng: -95.493311), Route carried "on" structure: US 59, Year Built: 1993, Year Reconstructed: 2003, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: WESTPARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.502, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713209, Location: 1.90 MI W OF IH 610 W (Lat: 29.721875, Lng: -95.493578), Route carried "on" structure: US 59, Year Built: 1993, Year Reconstructed: 2003, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: WESTPARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.505, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713209, Location: 1.90 MI W OF IH 610 W (Lat: 29.721875, Lng: -95.493578), Route carried "on" structure: US 59, Year Built: 1993, Year Reconstructed: 2003, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: WESTPARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.505, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102000271321, Location: 1.5 MI W OF IH 610 W (Lat: 29.725642, Lng: -95.484214), Route carried "on" structure: US 59, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.584, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $93,000, Total Project Cost: $463,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102000271321, Location: 1.5 MI W OF IH 610 W (Lat: 29.725642, Lng: -95.484214), Route carried "on" structure: US 59, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.584, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $93,000, Total Project Cost: $463,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713211, Location: 1.5 MI W OF IH 610 W (Lat: 29.725819, Lng: -95.484214), Route carried "on" structure: US 59, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.584, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $93,000, Total Project Cost: $463,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713211, Location: 1.5 MI W OF IH 610 W (Lat: 29.725819, Lng: -95.484214), Route carried "on" structure: US 59, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.584, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $93,000, Total Project Cost: $463,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713212, Location: 1.6 MI W OF IH 610 (Lat: 29.725486, Lng: -95.481928), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 42.06m (137.99ft), Average Daily Traffic: 29,390 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 41,150 (year 2031), Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.557, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 42.06m (137.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713212, Location: 1.6 MI W OF IH 610 (Lat: 29.725486, Lng: -95.481928), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 42.06m (137.99ft), Average Daily Traffic: 29,390 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 41,150 (year 2031), Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.557, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 42.06m (137.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713213, Location: 1.00 MI W OF IH 610 W (Lat: 29.726042, Lng: -95.477581), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 35.30m (115.81ft), Average Daily Traffic: 29,390 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 41,150 (year 2031), Design Load: HS 20, Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.153, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.30m (115.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713213, Location: 1.00 MI W OF IH 610 W (Lat: 29.726042, Lng: -95.477581), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 35.30m (115.81ft), Average Daily Traffic: 29,390 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 41,150 (year 2031), Design Load: HS 20, Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.153, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.30m (115.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713214, Location: 1.00 MI W OF IH 610 W (Lat: 29.725719, Lng: -95.476444), Route carried "on" structure: US 59, Year Built: 1993, Year Reconstructed: 2013, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.786, Lanes on structure: 8, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713214, Location: 1.00 MI W OF IH 610 W (Lat: 29.725719, Lng: -95.476444), Route carried "on" structure: US 59, Year Built: 1993, Year Reconstructed: 2013, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.786, Lanes on structure: 8, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713215, Location: 1.00 MI W OF IH 610 W (Lat: 29.725903, Lng: -95.476453), Route carried "on" structure: US 59, Year Built: 1993, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.786, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713215, Location: 1.00 MI W OF IH 610 W (Lat: 29.725903, Lng: -95.476453), Route carried "on" structure: US 59, Year Built: 1993, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 146,960 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 205,750 (year 2031), Design Load: HS 20, Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.786, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713217, Location: 0.3 MI W OF IH 610W (Lat: 29.726847, Lng: -95.465442), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 33.86m (111.09ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 234,660 (year 2034), Design Load: HS 20, Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 5, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713217, Location: 0.3 MI W OF IH 610W (Lat: 29.726847, Lng: -95.465442), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 33.86m (111.09ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 234,660 (year 2034), Design Load: HS 20, Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 5, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713218, Location: 0.3 MI E OF IH 610W (Lat: 29.729775, Lng: -95.457106), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 49.68m (162.99ft), Average Daily Traffic: 29,210 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 40,890 (year 2030), Design Load: HS 20, Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.990, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713218, Location: 0.3 MI E OF IH 610W (Lat: 29.729775, Lng: -95.457106), Route carried "on" structure: Ramp US 59, Year Built: 1993, Status: Open, Structure Length: 49.68m (162.99ft), Average Daily Traffic: 29,210 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 40,890 (year 2030), Design Load: HS 20, Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.990, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713225, Location: IH 45/US 59 INTERCHANGE (Lat: 29.743956, Lng: -95.362314), Route carried "on" structure: Ramp US 59, Year Built: 1972, Status: Open, Structure Length: 49.26m (161.61ft), Average Daily Traffic: 19,390 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 27,140 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB;RP G; CITY STS
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.787, Lanes on structure: 1, Lanes under structure: 29, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 17, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.26m (161.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $743,000, Roadway Improvement Cost: $186,000, Total Project Cost: $929,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713225, Location: IH 45/US 59 INTERCHANGE (Lat: 29.743956, Lng: -95.362314), Route carried "on" structure: Ramp US 59, Year Built: 1972, Status: Open, Structure Length: 49.26m (161.61ft), Average Daily Traffic: 19,390 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 27,140 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB;RP G; CITY STS
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.787, Lanes on structure: 1, Lanes under structure: 29, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 17, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.26m (161.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $743,000, Roadway Improvement Cost: $186,000, Total Project Cost: $929,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713228, Location: IH 45/US 59 INTERCHANGE (Lat: 29.745664, Lng: -95.362217), Route carried "on" structure: Ramp US 59, Year Built: 1972, Status: Open, Structure Length: 75.74m (248.49ft), Average Daily Traffic: 15,286 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 20,480 (year 2028), Design Load: HS 20, Features Intersected: MISC CITY STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 1, Lanes under structure: 28, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 30, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 75.74m (248.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,143,000, Roadway Improvement Cost: $286,000, Total Project Cost: $1,429,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713228, Location: IH 45/US 59 INTERCHANGE (Lat: 29.745664, Lng: -95.362217), Route carried "on" structure: Ramp US 59, Year Built: 1972, Status: Open, Structure Length: 75.74m (248.49ft), Average Daily Traffic: 15,286 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 20,480 (year 2028), Design Load: HS 20, Features Intersected: MISC CITY STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 1, Lanes under structure: 28, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 30, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 75.74m (248.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,143,000, Roadway Improvement Cost: $286,000, Total Project Cost: $1,429,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102000271323, Location: 4.0 Mi S of Westpark Toll (Lat: 29.661092, Lng: -95.558342), Route carried "on" structure: Ramp Interstate 69, Year Built: 1988, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: BW 8 SBFR
Minimum Vertical Clearance: 13.01m (42.68ft), Kilometerpoint: 23.717, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102000271323, Location: 4.0 Mi S of Westpark Toll (Lat: 29.661092, Lng: -95.558342), Route carried "on" structure: Ramp Interstate 69, Year Built: 1988, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: BW 8 SBFR
Minimum Vertical Clearance: 13.01m (42.68ft), Kilometerpoint: 23.717, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713231, Location: 4.0 Mi S of Westpark Toll (Lat: 29.660106, Lng: -95.558467), Route carried "on" structure: Ramp Interstate 69, Year Built: 1988, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: BW 8 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.717, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713231, Location: 4.0 Mi S of Westpark Toll (Lat: 29.660106, Lng: -95.558467), Route carried "on" structure: Ramp Interstate 69, Year Built: 1988, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: BW 8 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.717, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713232, Location: 4.0 Mi S of Westpark Toll (Lat: 29.661886, Lng: -95.557414), Route carried "on" structure: Interstate 69, Year Built: 1988, Status: Open, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 23.717, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713232, Location: 4.0 Mi S of Westpark Toll (Lat: 29.661886, Lng: -95.557414), Route carried "on" structure: Interstate 69, Year Built: 1988, Status: Open, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 23.717, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713233, Location: IH 45/US 59 INTERCHANGE (Lat: 29.743469, Lng: -95.361786), Route carried "on" structure: Ramp US 59, Year Built: 1974, Status: Open, Structure Length: 37.58m (123.29ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: US 59 NB & MISC STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.735, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 31.27m (102.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713233, Location: IH 45/US 59 INTERCHANGE (Lat: 29.743469, Lng: -95.361786), Route carried "on" structure: Ramp US 59, Year Built: 1974, Status: Open, Structure Length: 37.58m (123.29ft), Average Daily Traffic: 18,820 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 26,350 (year 2031), Design Load: HS 20, Features Intersected: US 59 NB & MISC STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.735, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 31.27m (102.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713235, Location: IH 45/US 59 INTERCHANGE (Lat: 29.744450, Lng: -95.363703), Route carried "on" structure: Ramp US 59, Year Built: 1974, Status: Open, Structure Length: 53.71m (176.21ft), Average Daily Traffic: 15,070 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 22,860 (year 2028), Design Load: HS 20, Features Intersected: US 59 SB & IH 45 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.106, Lanes on structure: 2, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 14, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.71m (176.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $31,000, Total Project Cost: $154,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713235, Location: IH 45/US 59 INTERCHANGE (Lat: 29.744450, Lng: -95.363703), Route carried "on" structure: Ramp US 59, Year Built: 1974, Status: Open, Structure Length: 53.71m (176.21ft), Average Daily Traffic: 15,070 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 22,860 (year 2028), Design Load: HS 20, Features Intersected: US 59 SB & IH 45 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.106, Lanes on structure: 2, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 14, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.71m (176.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $31,000, Total Project Cost: $154,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713237, Location: 3.5 MI NE of Bwy 8 (Lat: 29.700456, Lng: -95.517797), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $77,000, Total Project Cost: $386,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713237, Location: 3.5 MI NE of Bwy 8 (Lat: 29.700456, Lng: -95.517797), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $77,000, Total Project Cost: $386,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713238, Location: 3.5 MI NE of Bwy 8 (Lat: 29.700294, Lng: -95.517614), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713238, Location: 3.5 MI NE of Bwy 8 (Lat: 29.700294, Lng: -95.517614), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713239, Location: 4.0 MI NE of Bwy 8 (Lat: 29.704481, Lng: -95.513225), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Bellaire Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.276, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713239, Location: 4.0 MI NE of Bwy 8 (Lat: 29.704481, Lng: -95.513225), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Bellaire Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.276, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102000271324, Location: 4.0 MI NE of Bwy 8 (Lat: 29.704356, Lng: -95.513061), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Bellaire Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.276, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102000271324, Location: 4.0 MI NE of Bwy 8 (Lat: 29.704356, Lng: -95.513061), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: Bellaire Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.276, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713241, Location: 0.6 MI SW OF WESTPARK (Lat: 29.716822, Lng: -95.499308), Route carried "on" structure: US 59, Year Built: 1992, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.363, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713241, Location: 0.6 MI SW OF WESTPARK (Lat: 29.716822, Lng: -95.499308), Route carried "on" structure: US 59, Year Built: 1992, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.363, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713242, Location: 0.6 MI SW OF WESTPARK (Lat: 29.716694, Lng: -95.499161), Route carried "on" structure: US 59, Year Built: 1992, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.363, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713242, Location: 0.6 MI SW OF WESTPARK (Lat: 29.716694, Lng: -95.499161), Route carried "on" structure: US 59, Year Built: 1992, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 112,270 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 157,180 (year 2031), Design Load: HS 20, Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.363, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713243, Location: 2.2 MI W OF IH 610 (Lat: 29.720725, Lng: -95.494753), Route carried "on" structure: Ramp US 59, Year Built: 1992, Status: Open, Structure Length: 79.25m (260.01ft), Average Daily Traffic: 24,650 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 34,520 (year 2030), Design Load: HS 20, Features Intersected: US 59 SBML
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 14.870, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 30, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 79.25m (260.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713243, Location: 2.2 MI W OF IH 610 (Lat: 29.720725, Lng: -95.494753), Route carried "on" structure: Ramp US 59, Year Built: 1992, Status: Open, Structure Length: 79.25m (260.01ft), Average Daily Traffic: 24,650 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 34,520 (year 2030), Design Load: HS 20, Features Intersected: US 59 SBML
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 14.870, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 30, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 79.25m (260.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713244, Location: 2.2 MI SW OF IH 610 (Lat: 29.720800, Lng: -95.495142), Route carried "on" structure: Ramp US 59, Year Built: 1992, Status: Open, Structure Length: 28.13m (92.29ft), Average Daily Traffic: 29,020 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 46,630 (year 2027), Design Load: HS 20, Features Intersected: US 59 SBFR, Facility Carried by Structure: HILLCROFT T-RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.374, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713244, Location: 2.2 MI SW OF IH 610 (Lat: 29.720800, Lng: -95.495142), Route carried "on" structure: Ramp US 59, Year Built: 1992, Status: Open, Structure Length: 28.13m (92.29ft), Average Daily Traffic: 29,020 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 46,630 (year 2027), Design Load: HS 20, Features Intersected: US 59 SBFR, Facility Carried by Structure: HILLCROFT T-RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.374, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713245, Location: 0.5 MI S of Bissonnet (Lat: 29.670772, Lng: -95.547944), Route carried "on" structure: Ramp US 69, Year Built: 1992, Status: Open, Structure Length: 30.18m (99.02ft), Average Daily Traffic: 21,770 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 40,610 (year 2032), Design Load: HS 20, Features Intersected: IH 69 / US 59 SB FR, Facility Carried by Structure: Westwood P&R T-Rmp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.18m (99.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002713245, Location: 0.5 MI S of Bissonnet (Lat: 29.670772, Lng: -95.547944), Route carried "on" structure: Ramp US 69, Year Built: 1992, Status: Open, Structure Length: 30.18m (99.02ft), Average Daily Traffic: 21,770 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 40,610 (year 2032), Design Load: HS 20, Features Intersected: IH 69 / US 59 SB FR, Facility Carried by Structure: Westwood P&R T-Rmp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.18m (99.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002713246, Location: 0.8 MI NE OF BW8 (Lat: 29.670433, Lng: -95.547919), Route carried "on" structure: Ramp Interstate 69, Year Built: 1992, Status: Open, Structure Length: 89.00m (291.99ft), Average Daily Traffic: 21,770 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 40,610 (year 2032), Design Load: HS 20, Features Intersected: IH 69 / US 59 SB ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.289, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 34, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 89.00m (291.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,197,000, Roadway Improvement Cost: $299,000, Total Project Cost: $1,496,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713246, Location: 0.8 MI NE OF BW8 (Lat: 29.670433, Lng: -95.547919), Route carried "on" structure: Ramp Interstate 69, Year Built: 1992, Status: Open, Structure Length: 89.00m (291.99ft), Average Daily Traffic: 21,770 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 40,610 (year 2032), Design Load: HS 20, Features Intersected: IH 69 / US 59 SB ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.289, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 34, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 89.00m (291.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,197,000, Roadway Improvement Cost: $299,000, Total Project Cost: $1,496,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002713247, Location: 1.1MI NE of Bwy 8 (Lat: 29.675967, Lng: -95.542069), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: Bissonnet St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.488, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.33m (47.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713247, Location: 1.1MI NE of Bwy 8 (Lat: 29.675967, Lng: -95.542069), Route carried "on" structure: Interstate 69, Year Built: 1992, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: Bissonnet St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.488, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.33m (47.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place