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: 121020017711258, Location: 0.40 MI S OF IH610 (Lat: 29.803772, Lng: -95.338847), Route carried "on" structure: Ramp US 59, Year Built: 1997, Status: Open, Structure Length: 17.31m (56.79ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 ENT. RP-D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.353, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711258, Location: 0.40 MI S OF IH610 (Lat: 29.803772, Lng: -95.338847), Route carried "on" structure: Ramp US 59, Year Built: 1997, Status: Open, Structure Length: 17.31m (56.79ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 ENT. RP-D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.353, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711259, Location: 0.50 MI S OF IH 610 (Lat: 29.804386, Lng: -95.339642), Route carried "on" structure: Ramp US 59, Year Built: 2000, Status: Open, Structure Length: 73.33m (240.58ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US59 SB AND CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.554, Lanes on structure: 1, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, 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: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711259, Location: 0.50 MI S OF IH 610 (Lat: 29.804386, Lng: -95.339642), Route carried "on" structure: Ramp US 59, Year Built: 2000, Status: Open, Structure Length: 73.33m (240.58ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US59 SB AND CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.554, Lanes on structure: 1, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, 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: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711271, Location: 1.16 MI S OF IH610 & US59 (Lat: 29.794506, Lng: -95.339789), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 78.15m (256.40ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.141, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
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: High priority of replacement, 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: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711271, Location: 1.16 MI S OF IH610 & US59 (Lat: 29.794506, Lng: -95.339789), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 78.15m (256.40ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.141, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
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: High priority of replacement, 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: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711272, Location: 1.17 MI S OF IH610 & US59 (Lat: 29.791575, Lng: -95.339903), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 40.54m (133.01ft), Average Daily Traffic: 12,270 (year 2016), Average Future Daily Traffic: 15,000 (year 2036), Design Load: HS 20, Features Intersected: US 59 SB & ENTR RAMP Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.985, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
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: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711272, Location: 1.17 MI S OF IH610 & US59 (Lat: 29.791575, Lng: -95.339903), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 40.54m (133.01ft), Average Daily Traffic: 12,270 (year 2016), Average Future Daily Traffic: 15,000 (year 2036), Design Load: HS 20, Features Intersected: US 59 SB & ENTR RAMP Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.985, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
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: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711276, Location: AT US59/IH10 INTERCHANGE (Lat: 29.762056, Lng: -95.351789), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 49.80m (163.39ft), Average Daily Traffic: 20,620 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 40,440 (year 2027), Design Load: HS 20, Features Intersected: RUNNELS
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 12.247, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711276, Location: AT US59/IH10 INTERCHANGE (Lat: 29.762056, Lng: -95.351789), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 49.80m (163.39ft), Average Daily Traffic: 20,620 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 40,440 (year 2027), Design Load: HS 20, Features Intersected: RUNNELS
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 12.247, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711277, Location: US 59 AT JACKSON ST (Lat: 29.761972, Lng: -95.351619), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,000 (year 2010), Average Future Daily Traffic: 111,000 (year 2030), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: JACKSON HOV EXIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.097, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 121020017711277, Location: US 59 AT JACKSON ST (Lat: 29.761972, Lng: -95.351619), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,000 (year 2010), Average Future Daily Traffic: 111,000 (year 2030), Design Load: HS 20, Features Intersected: R.O.W., Facility Carried by Structure: JACKSON HOV EXIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.097, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 121020017711278, Location: CHENEVERT RD (Lat: 29.766678, Lng: -95.346219), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 74.19m (243.41ft), Average Daily Traffic: 14,000 (year 2010), Average Future Daily Traffic: 17,000 (year 2030), Design Load: HS 20, Features Intersected: RUNNELS; BUFFALO BYU;ETC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.887, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 8, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017711278, Location: CHENEVERT RD (Lat: 29.766678, Lng: -95.346219), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 74.19m (243.41ft), Average Daily Traffic: 14,000 (year 2010), Average Future Daily Traffic: 17,000 (year 2030), Design Load: HS 20, Features Intersected: RUNNELS; BUFFALO BYU;ETC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.887, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 8, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017711279, Location: US 59 AT RUNNELS ST (Lat: 29.762119, Lng: -95.350322), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 14,000 (year 2010), Average Future Daily Traffic: 17,000 (year 2030), Design Load: HS 20, Features Intersected: RUNNELS ST, Facility Carried by Structure: IH10 EXIT HAMILTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.686, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711279, Location: US 59 AT RUNNELS ST (Lat: 29.762119, Lng: -95.350322), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 14,000 (year 2010), Average Future Daily Traffic: 17,000 (year 2030), Design Load: HS 20, Features Intersected: RUNNELS ST, Facility Carried by Structure: IH10 EXIT HAMILTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.686, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711283, Location: US59/IH10 INTERCHANGE (Lat: 29.758789, Lng: -95.351339), Route carried "on" structure: US 59, Year Built: 2003, Status: Open, Structure Length: 49.29m (161.71ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 137,180 (year 2033), Design Load: HS 20, Features Intersected: RUIZ; RUNNELS; COMMERCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.392, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711283, Location: US59/IH10 INTERCHANGE (Lat: 29.758789, Lng: -95.351339), Route carried "on" structure: US 59, Year Built: 2003, Status: Open, Structure Length: 49.29m (161.71ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 137,180 (year 2033), Design Load: HS 20, Features Intersected: RUIZ; RUNNELS; COMMERCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.392, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711284, Location: AT US59/IH10 INTERCHANGE (Lat: 29.771842, Lng: -95.340900), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 20,620 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 40,440 (year 2027), Design Load: HS 20, Features Intersected: US59 SB CONN TO IH10 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.223, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711284, Location: AT US59/IH10 INTERCHANGE (Lat: 29.771842, Lng: -95.340900), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 20,620 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 40,440 (year 2027), Design Load: HS 20, Features Intersected: US59 SB CONN TO IH10 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.223, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711286, Location: 0.50 MI N OF IH 10 (Lat: 29.777503, Lng: -95.340383), Route carried "on" structure: US 59, Year Built: 1996, Status: Open, Structure Length: 54.41m (178.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: LYONS; RR; LORRAINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.535, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711286, Location: 0.50 MI N OF IH 10 (Lat: 29.777503, Lng: -95.340383), Route carried "on" structure: US 59, Year Built: 1996, Status: Open, Structure Length: 54.41m (178.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: LYONS; RR; LORRAINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.535, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711287, Location: 0.60 MI N OF IH10 (Lat: 29.776817, Lng: -95.339533), Route carried "on" structure: ServiceUS 59, Year Built: 1998, Status: Open, Structure Length: 35.14m (115.29ft), Average Daily Traffic: 61,350 (year 2010), Average Future Daily Traffic: 75,000 (year 2030), Design Load: HS 20, Features Intersected: UP RR & LORRAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711287, Location: 0.60 MI N OF IH10 (Lat: 29.776817, Lng: -95.339533), Route carried "on" structure: ServiceUS 59, Year Built: 1998, Status: Open, Structure Length: 35.14m (115.29ft), Average Daily Traffic: 61,350 (year 2010), Average Future Daily Traffic: 75,000 (year 2030), Design Load: HS 20, Features Intersected: UP RR & LORRAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711288, Location: 0.60 MI N OF IH10 (Lat: 29.779678, Lng: -95.340436), Route carried "on" structure: ServiceUS 59, Year Built: 1998, Status: Open, Structure Length: 36.42m (119.49ft), Average Daily Traffic: 61,350 (year 2010), Average Future Daily Traffic: 75,000 (year 2030), Design Load: HS 20, Features Intersected: UP RR & LORRAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.297, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711288, Location: 0.60 MI N OF IH10 (Lat: 29.779678, Lng: -95.340436), Route carried "on" structure: ServiceUS 59, Year Built: 1998, Status: Open, Structure Length: 36.42m (119.49ft), Average Daily Traffic: 61,350 (year 2010), Average Future Daily Traffic: 75,000 (year 2030), Design Load: HS 20, Features Intersected: UP RR & LORRAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.297, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711289, Location: 0.90 MI N OF IH 10 (Lat: 29.784139, Lng: -95.340172), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: QUITMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.519, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711289, Location: 0.90 MI N OF IH 10 (Lat: 29.784139, Lng: -95.340172), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: QUITMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.519, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102001771129, Location: 1.7 MI N OF IH 10 (Lat: 29.794308, Lng: -95.340108), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: COLLINGSWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.406, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102001771129, Location: 1.7 MI N OF IH 10 (Lat: 29.794308, Lng: -95.340108), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: COLLINGSWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.406, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711291, Location: 1.18 MI S OF IH610 & US59 (Lat: 29.788044, Lng: -95.340308), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 26.21m (85.99ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB EXIT RAMP W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.954, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, 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: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711291, Location: 1.18 MI S OF IH610 & US59 (Lat: 29.788044, Lng: -95.340308), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 26.21m (85.99ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB EXIT RAMP W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.954, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, 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: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711292, Location: 1.18 MI S OF IH610 & US59 (Lat: 29.788167, Lng: -95.339483), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 24.54m (80.51ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.061, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711292, Location: 1.18 MI S OF IH610 & US59 (Lat: 29.788167, Lng: -95.339483), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 24.54m (80.51ft), Average Daily Traffic: 15,250 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 21,350 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.061, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711293, Location: AT US59/IH10 INTERCHANGE (Lat: 29.762436, Lng: -95.351253), Route carried "on" structure: US 59, Year Built: 2003, Status: Open, Structure Length: 78.24m (256.69ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 202,240 (year 2027), Design Load: HS 20, Features Intersected: US 59 SB;RUNNELS;BUF BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.255, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 10, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017711293, Location: AT US59/IH10 INTERCHANGE (Lat: 29.762436, Lng: -95.351253), Route carried "on" structure: US 59, Year Built: 2003, Status: Open, Structure Length: 78.24m (256.69ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 202,240 (year 2027), Design Load: HS 20, Features Intersected: US 59 SB;RUNNELS;BUF BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.255, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 10, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017711296, Location: CONN TO US 59 NB (Lat: 29.767703, Lng: -95.342931), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 128.20m (420.60ft), Average Daily Traffic: 86,000 (year 2010), Average Future Daily Traffic: 121,000 (year 2030), Design Load: HS 20, Features Intersected: UP RR; RUNNELS; BUF BYU
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 19.365, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 34, Length of Maximum Span: 78.6m (257.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 121020017711296, Location: CONN TO US 59 NB (Lat: 29.767703, Lng: -95.342931), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 128.20m (420.60ft), Average Daily Traffic: 86,000 (year 2010), Average Future Daily Traffic: 121,000 (year 2030), Design Load: HS 20, Features Intersected: UP RR; RUNNELS; BUF BYU
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 19.365, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 34, Length of Maximum Span: 78.6m (257.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 121020017711297, Location: INTERSECTION RMP L (Lat: 29.765308, Lng: -95.347542), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 31.73m (104.10ft), Average Daily Traffic: 86,000 (year 2010), Average Future Daily Traffic: 121,000 (year 2030), Design Load: HS 20, Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: RAMP K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.083, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 79.6m (261.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020017711297, Location: INTERSECTION RMP L (Lat: 29.765308, Lng: -95.347542), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 31.73m (104.10ft), Average Daily Traffic: 86,000 (year 2010), Average Future Daily Traffic: 121,000 (year 2030), Design Load: HS 20, Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: RAMP K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.083, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 79.6m (261.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel
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Structure Number: 121020017711299, Location: 0.50 MI N OF IH 10 (Lat: 29.774686, Lng: -95.339900), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 54.41m (178.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: LYONS; RR; LORRAINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.058, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 26.9m (88.3ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711299, Location: 0.50 MI N OF IH 10 (Lat: 29.774686, Lng: -95.339900), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 54.41m (178.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: LYONS; RR; LORRAINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.058, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 26.9m (88.3ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1210200177113, Location: 0.90 MI N OF IH 10 (Lat: 29.783689, Lng: -95.339442), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: QUITMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.519, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 1210200177113, Location: 0.90 MI N OF IH 10 (Lat: 29.783689, Lng: -95.339442), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: QUITMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.519, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711301, Location: 1.7 MI N OF IH 10 (Lat: 29.793881, Lng: -95.339406), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: COLLINGSWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.406, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711301, Location: 1.7 MI N OF IH 10 (Lat: 29.793881, Lng: -95.339406), Route carried "on" structure: US 59, Year Built: 1997, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: COLLINGSWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.406, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711311, Location: AT US59/IH10 INTERCHANGE (Lat: 29.769964, Lng: -95.341475), Route carried "on" structure: Ramp Interstate 10, Year Built: 2003, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 10,000 (year 2010), Average Future Daily Traffic: 10,000 (year 2027), Design Load: HS 20, Features Intersected: IH 10 WB
Minimum Vertical Clearance: 8.69m (28.51ft), Kilometerpoint: 44.579, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017711311, Location: AT US59/IH10 INTERCHANGE (Lat: 29.769964, Lng: -95.341475), Route carried "on" structure: Ramp Interstate 10, Year Built: 2003, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 10,000 (year 2010), Average Future Daily Traffic: 10,000 (year 2027), Design Load: HS 20, Features Intersected: IH 10 WB
Minimum Vertical Clearance: 8.69m (28.51ft), Kilometerpoint: 44.579, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017711312, Location: AT US59/IH10 INTERCHANGE (Lat: 29.769025, Lng: -95.341025), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 20,000 (year 2010), Average Future Daily Traffic: 20,000 (year 2027), Design Load: HS 20, Features Intersected: US 59 SB TO IH 10 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.579, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017711312, Location: AT US59/IH10 INTERCHANGE (Lat: 29.769025, Lng: -95.341025), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 20,000 (year 2010), Average Future Daily Traffic: 20,000 (year 2027), Design Load: HS 20, Features Intersected: US 59 SB TO IH 10 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.579, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102001771141, Location: 0.35 MI N OF IH 610 (Lat: 29.813381, Lng: -95.335264), Route carried "on" structure: City street 7, Year Built: 1975, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,440 (year 2010), Average Future Daily Traffic: 12,000 (year 2030), Design Load: HS 20, Features Intersected: US 59, Facility Carried by Structure: KELLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.574, Lanes on structure: 6, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.7m (94.2ft)
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: Somewhat better than minimum adequacy, 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: 12102001771141, Location: 0.35 MI N OF IH 610 (Lat: 29.813381, Lng: -95.335264), Route carried "on" structure: City street 7, Year Built: 1975, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,440 (year 2010), Average Future Daily Traffic: 12,000 (year 2030), Design Load: HS 20, Features Intersected: US 59, Facility Carried by Structure: KELLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.574, Lanes on structure: 6, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.7m (94.2ft)
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: Somewhat better than minimum adequacy, 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: 121020017711549, Location: 0.8 MI N OF IH 610 (Lat: 29.814331, Lng: -95.336286), Route carried "on" structure: Ramp US 59, Year Built: 1996, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 18,670 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 26,140 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.694, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711549, Location: 0.8 MI N OF IH 610 (Lat: 29.814331, Lng: -95.336286), Route carried "on" structure: Ramp US 59, Year Built: 1996, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 18,670 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 26,140 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.694, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017801059, Location: 1.60 MI S OF IH 610 (Lat: 29.673856, Lng: -95.289258), Route carried "on" structure: State highway 35, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 15,087 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 20,570 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017801059, Location: 1.60 MI S OF IH 610 (Lat: 29.673856, Lng: -95.289258), Route carried "on" structure: State highway 35, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 15,087 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 20,570 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102001780106, Location: 1.60 MI S OF IH 610 (Lat: 29.673856, Lng: -95.289053), Route carried "on" structure: State highway 35, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 12,056 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 20,570 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102001780106, Location: 1.60 MI S OF IH 610 (Lat: 29.673856, Lng: -95.289053), Route carried "on" structure: State highway 35, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 12,056 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 20,570 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017801357, Location: 3.40 MI W OF BEAMER RD (Lat: 29.600044, Lng: -95.286853), Route carried "on" structure: Other road 8, Year Built: 1997, Year Reconstructed: 2018, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 14,985 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 30,000 (year 2033), Design Load: HS 20, Features Intersected: SH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.136, Lanes on structure: 8, Lanes under structure: 10, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 41.9m (137.5ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017801357, Location: 3.40 MI W OF BEAMER RD (Lat: 29.600044, Lng: -95.286853), Route carried "on" structure: Other road 8, Year Built: 1997, Year Reconstructed: 2018, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 14,985 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 30,000 (year 2033), Design Load: HS 20, Features Intersected: SH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.136, Lanes on structure: 8, Lanes under structure: 10, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 41.9m (137.5ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017801448, Location: JCT SH 35 @ IH 45 (Lat: 29.696447, Lng: -95.291769), Route carried "on" structure: Ramp State highway 35, Year Built: 2019, Status: Open, Structure Length: 49.62m (162.80ft), Average Daily Traffic: 9,706 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: IH 45 & IH 610
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 89.9m (294.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017801448, Location: JCT SH 35 @ IH 45 (Lat: 29.696447, Lng: -95.291769), Route carried "on" structure: Ramp State highway 35, Year Built: 2019, Status: Open, Structure Length: 49.62m (162.80ft), Average Daily Traffic: 9,706 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: IH 45 & IH 610
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 89.9m (294.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017809064, Location: 0.2 MI S OF IH 45 (Lat: 29.726825, Lng: -95.337356), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 40,000 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 31,000 (year 2034), Features Intersected: ELGIN ST, Facility Carried by Structure: SP 5 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 22.6m (74.1ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017809064, Location: 0.2 MI S OF IH 45 (Lat: 29.726825, Lng: -95.337356), Route carried "on" structure: State highway 35, Year Built: 1999, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 40,000 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 31,000 (year 2034), Features Intersected: ELGIN ST, Facility Carried by Structure: SP 5 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 22.6m (74.1ft)
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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017809065, Location: 0.2 MI S OF IH 45 (Lat: 29.726342, Lng: -95.337647), Route carried "on" structure: State highway 5, Year Built: 1999, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 11,042 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 22,950 (year 2033), Features Intersected: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 21.0m (68.9ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017809065, Location: 0.2 MI S OF IH 45 (Lat: 29.726342, Lng: -95.337647), Route carried "on" structure: State highway 5, Year Built: 1999, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 11,042 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 22,950 (year 2033), Features Intersected: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 21.0m (68.9ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017809066, Location: 0.95 MI S OF IH 45 (Lat: 29.713553, Lng: -95.333183), Route carried "on" structure: ServiceState highway 5, Year Built: 1999, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 9,915 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 33,990 (year 2031), Design Load: HS 20, Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.72m (45.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $8,000, Total Project Cost: $40,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017809066, Location: 0.95 MI S OF IH 45 (Lat: 29.713553, Lng: -95.333183), Route carried "on" structure: ServiceState highway 5, Year Built: 1999, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 9,915 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 33,990 (year 2031), Design Load: HS 20, Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.72m (45.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $8,000, Total Project Cost: $40,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017809067, Location: 0.95 MI S OF IH 45 (Lat: 29.713906, Lng: -95.334400), Route carried "on" structure: ServiceState highway 5, Year Built: 1999, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 21,920 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 33,990 (year 2031), Design Load: HS 20, Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.72m (45.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017809067, Location: 0.95 MI S OF IH 45 (Lat: 29.713906, Lng: -95.334400), Route carried "on" structure: ServiceState highway 5, Year Built: 1999, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 21,920 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 33,990 (year 2031), Design Load: HS 20, Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.72m (45.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017809287, Location: NETTLETON TO CULLEN (Lat: 29.738175, Lng: -95.351975), Route carried "on" structure: State highway 5, Year Built: 1988, Status: Open, Structure Length: 145.51m (477.40ft), Average Daily Traffic: 17,735 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,420 (year 2033), Design Load: HS 20, Features Intersected: IH45SB OFF-RPS & STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 3, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 44, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017809287, Location: NETTLETON TO CULLEN (Lat: 29.738175, Lng: -95.351975), Route carried "on" structure: State highway 5, Year Built: 1988, Status: Open, Structure Length: 145.51m (477.40ft), Average Daily Traffic: 17,735 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,420 (year 2033), Design Load: HS 20, Features Intersected: IH45SB OFF-RPS & STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 3, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 44, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017809449, Location: US 59 AT IH 45 (Lat: 29.731400, Lng: -95.341172), Route carried "on" structure: Ramp US 59, Year Built: 1985, Year Reconstructed: 2019, Status: Open, Structure Length: 207.66m (681.30ft), Average Daily Traffic: 54,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75,600 (year 2036), Design Load: HS 20, Features Intersected: CITY STREETS AND HOV
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 28, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 51, Number Of Approach Spans: 8, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017809449, Location: US 59 AT IH 45 (Lat: 29.731400, Lng: -95.341172), Route carried "on" structure: Ramp US 59, Year Built: 1985, Year Reconstructed: 2019, Status: Open, Structure Length: 207.66m (681.30ft), Average Daily Traffic: 54,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75,600 (year 2036), Design Load: HS 20, Features Intersected: CITY STREETS AND HOV
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 28, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 51, Number Of Approach Spans: 8, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020027106538, Location: 6.40 MI W OF SH 6 (Lat: 29.785472, Lng: -95.751478), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 99,354 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 139,390 (year 2033), Design Load: HS 25 or greater, Features Intersected: Mason Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.974, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 38.1m (125.0ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 121020027106538, Location: 6.40 MI W OF SH 6 (Lat: 29.785472, Lng: -95.751478), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 99,354 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 139,390 (year 2033), Design Load: HS 25 or greater, Features Intersected: Mason Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.974, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 38.1m (125.0ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 121020027106539, Location: 6.40 MI W OF SH 6 (Lat: 29.784919, Lng: -95.752339), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 115,258 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 139,390 (year 2033), Design Load: HS 25 or greater, Features Intersected: Mason Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.974, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 38.1m (125.0ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 121020027106539, Location: 6.40 MI W OF SH 6 (Lat: 29.784919, Lng: -95.752339), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 115,258 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 139,390 (year 2033), Design Load: HS 25 or greater, Features Intersected: Mason Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.974, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 38.1m (125.0ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 12102002710654, Location: 6.1 MI W OF SH 6 (Lat: 29.785483, Lng: -95.747011), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 99,354 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 139,390 (year 2033), Design Load: HS 25 or greater, Features Intersected: Mason Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102002710654, Location: 6.1 MI W OF SH 6 (Lat: 29.785483, Lng: -95.747011), Route carried "on" structure: Interstate 10, Year Built: 2005, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 99,354 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 139,390 (year 2033), Design Load: HS 25 or greater, Features Intersected: Mason Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels