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: 121020005009488, Location: 2.1 MI SE of BW 8 (Lat: 29.859397, Lng: -95.523778), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 82,186 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 94,220 (year 2033), Design Load: HL 93, Features Intersected: Fairbanks- N. Houston Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.726, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009488, Location: 2.1 MI SE of BW 8 (Lat: 29.859397, Lng: -95.523778), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 82,186 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 94,220 (year 2033), Design Load: HL 93, Features Intersected: Fairbanks- N. Houston Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.726, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009489, Location: 2.10 MI SE OF BW 8 (Lat: 29.859764, Lng: -95.525039), Route carried "on" structure: US 290, Year Built: 2018, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 76,250 (year 2013), Average Future Daily Traffic: 90,710 (year 2033), Design Load: HL 93, Features Intersected: Fairbanks- N. Houston Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.726, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009489, Location: 2.10 MI SE OF BW 8 (Lat: 29.859764, Lng: -95.525039), Route carried "on" structure: US 290, Year Built: 2018, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 76,250 (year 2013), Average Future Daily Traffic: 90,710 (year 2033), Design Load: HL 93, Features Intersected: Fairbanks- N. Houston Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.726, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102000500949, Location: 0.9 MI SE of BW 8 (Lat: 29.867883, Lng: -95.541992), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 6,980 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 8,690 (year 2033), Design Load: HL 93, Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.817, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102000500949, Location: 0.9 MI SE of BW 8 (Lat: 29.867883, Lng: -95.541992), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 6,980 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 8,690 (year 2033), Design Load: HL 93, Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.817, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009491, Location: 0.9 MI SE of BW 8 (Lat: 29.867797, Lng: -95.543700), Route carried "on" structure: ServiceUS 290, Year Built: 2018, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 6,580 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 7,890 (year 2033), Design Load: HL 93, Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.716, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009491, Location: 0.9 MI SE of BW 8 (Lat: 29.867797, Lng: -95.543700), Route carried "on" structure: ServiceUS 290, Year Built: 2018, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 6,580 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 7,890 (year 2033), Design Load: HL 93, Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.716, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009492, Location: 1.5 MI SE of BW 8 (Lat: 29.863856, Lng: -95.533142), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 22,650 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 26,970 (year 2033), Design Load: HL 93, Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.823, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009492, Location: 1.5 MI SE of BW 8 (Lat: 29.863856, Lng: -95.533142), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 22,650 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 26,970 (year 2033), Design Load: HL 93, Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.823, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009493, Location: 1.5 MI SE of BW 8 (Lat: 29.863603, Lng: -95.534292), Route carried "on" structure: ServiceUS 290, Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 20,570 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,390 (year 2033), Design Load: HL 93, Features Intersected: S. Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.744, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009493, Location: 1.5 MI SE of BW 8 (Lat: 29.863603, Lng: -95.534292), Route carried "on" structure: ServiceUS 290, Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 20,570 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,390 (year 2033), Design Load: HL 93, Features Intersected: S. Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.744, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009494, Location: 1.45 MI E of BW 8 (Lat: 29.866919, Lng: -95.540422), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 97,535 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 90,430 (year 2033), Design Load: HL 93, Features Intersected: Gessner Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.935, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009494, Location: 1.45 MI E of BW 8 (Lat: 29.866919, Lng: -95.540422), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 97,535 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 90,430 (year 2033), Design Load: HL 93, Features Intersected: Gessner Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.935, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009495, Location: 1.45 MI E OF BW 8 (Lat: 29.863889, Lng: -95.534272), Route carried "on" structure: US 290, Year Built: 2018, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 70,250 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 83,610 (year 2033), Design Load: HL 93, Features Intersected: Gessner Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.935, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009495, Location: 1.45 MI E OF BW 8 (Lat: 29.863889, Lng: -95.534272), Route carried "on" structure: US 290, Year Built: 2018, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 70,250 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 83,610 (year 2033), Design Load: HL 93, Features Intersected: Gessner Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.935, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009496, Location: 1.6 MI SE of BW 8 (Lat: 29.863792, Lng: -95.533672), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 97,535 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 82,370 (year 2033), Design Load: HL 93, Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.784, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009496, Location: 1.6 MI SE of BW 8 (Lat: 29.863792, Lng: -95.533672), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 97,535 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 82,370 (year 2033), Design Load: HL 93, Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.784, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009498, Location: 2.30 MI NW of IH 610 (Lat: 29.823658, Lng: -95.472950), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 273,500 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: Antoine Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.112, Lanes on structure: 13, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009498, Location: 2.30 MI NW of IH 610 (Lat: 29.823658, Lng: -95.472950), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 273,500 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: Antoine Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.112, Lanes on structure: 13, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210200050095, Location: 2.6 MI NW of IH610 (Lat: 29.826842, Lng: -95.476328), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 102,912 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.685, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 61.9m (203.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 61.9m (203.1ft), Out-to-Out Width: 63.3m (207.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 1210200050095, Location: 2.6 MI NW of IH610 (Lat: 29.826842, Lng: -95.476328), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 102,912 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.685, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 61.9m (203.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 61.9m (203.1ft), Out-to-Out Width: 63.3m (207.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020005009502, Location: 2.6 MI NW of IH 610 (Lat: 29.826986, Lng: -95.476217), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,310 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 7,430 (year 2031), Design Load: HL 93, Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.685, Lanes on structure: 2, 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: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020005009502, Location: 2.6 MI NW of IH 610 (Lat: 29.826986, Lng: -95.476217), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,310 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 7,430 (year 2031), Design Load: HL 93, Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.685, Lanes on structure: 2, 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: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020005009503, Location: 2.6 MI NW of IH 610 (Lat: 29.826675, Lng: -95.477103), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,970 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 8,360 (year 2031), Design Load: HL 93, Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.685, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020005009503, Location: 2.6 MI NW of IH 610 (Lat: 29.826675, Lng: -95.477103), Route carried "on" structure: ServiceUS 290, Year Built: 2016, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,970 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 8,360 (year 2031), Design Load: HL 93, Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.685, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020005009504, Location: 3.70 MI NW of IH 610 (Lat: 29.838397, Lng: -95.489333), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 82,440 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: Bingle Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.975, Lanes on structure: 11, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 55.7m (182.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 55.7m (182.7ft), Out-to-Out Width: 57.1m (187.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009504, Location: 3.70 MI NW of IH 610 (Lat: 29.838397, Lng: -95.489333), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 82,440 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: Bingle Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.975, Lanes on structure: 11, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 55.7m (182.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 55.7m (182.7ft), Out-to-Out Width: 57.1m (187.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009506, Location: 3.2 MI NW of IH 610 (Lat: 29.833489, Lng: -95.484036), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 102,912 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: West 43rd St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.736, Lanes on structure: 13, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 62.1m (203.7ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 62.1m (203.7ft), Out-to-Out Width: 63.5m (208.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009506, Location: 3.2 MI NW of IH 610 (Lat: 29.833489, Lng: -95.484036), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 102,912 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 350,800 (year 2035), Design Load: HL 93, Features Intersected: West 43rd St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.736, Lanes on structure: 13, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 62.1m (203.7ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 62.1m (203.7ft), Out-to-Out Width: 63.5m (208.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009508, Location: 3.7 MI NW OF IH 610 (Lat: 29.841500, Lng: -95.491200), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 33.31m (109.28ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2034), Design Load: HL 93, Features Intersected: US 290, Facility Carried by Structure: PINEMONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 63.1m (207.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020005009508, Location: 3.7 MI NW OF IH 610 (Lat: 29.841500, Lng: -95.491200), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 33.31m (109.28ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2034), Design Load: HL 93, Features Intersected: US 290, Facility Carried by Structure: PINEMONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 63.1m (207.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020005009511, Location: at US 290 and IH 610 (Lat: 29.803953, Lng: -95.452317), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 36.18m (118.70ft), Average Daily Traffic: 107,100 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: 18th STREET, CONN A
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 61.433, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 63.7m (209.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009511, Location: at US 290 and IH 610 (Lat: 29.803953, Lng: -95.452317), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 36.18m (118.70ft), Average Daily Traffic: 107,100 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: 18th STREET, CONN A
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 61.433, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 63.7m (209.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009513, Location: 0.75 MI NW OF IH 610 (Lat: 29.807386, Lng: -95.455600), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 214,220 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1 (year 2030), Design Load: HL 93, Features Intersected: DACOMA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.966, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 50.6m (166.0ft), Out-to-Out Width: 52.5m (172.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020005009513, Location: 0.75 MI NW OF IH 610 (Lat: 29.807386, Lng: -95.455600), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 214,220 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1 (year 2030), Design Load: HL 93, Features Intersected: DACOMA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.966, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 50.6m (166.0ft), Out-to-Out Width: 52.5m (172.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020005009514, Location: US290 / Dacoma Interchang (Lat: 29.807606, Lng: -95.455683), Route carried "on" structure: US 290, Year Built: 2020, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 107,978 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 151,168 (year 2039), Design Load: HL 93, Features Intersected: Dacoma St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 32.0m (105.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020005009514, Location: US290 / Dacoma Interchang (Lat: 29.807606, Lng: -95.455683), Route carried "on" structure: US 290, Year Built: 2020, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 107,978 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 151,168 (year 2039), Design Load: HL 93, Features Intersected: Dacoma St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 32.0m (105.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020005009515, Location: 1.1 MI NW OF IH 610 (Lat: 29.810267, Lng: -95.458936), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 224,600 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 314,440 (year 2030), Design Load: HL 93, Features Intersected: MANGUM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.123, Lanes on structure: 11, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 50.6m (166.0ft), Out-to-Out Width: 52.5m (172.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009515, Location: 1.1 MI NW OF IH 610 (Lat: 29.810267, Lng: -95.458936), Route carried "on" structure: US 290, Year Built: 2017, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 224,600 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 314,440 (year 2030), Design Load: HL 93, Features Intersected: MANGUM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.123, Lanes on structure: 11, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 50.6m (166.0ft), Out-to-Out Width: 52.5m (172.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009516, Location: US290 / Mangum Interchang (Lat: 29.810769, Lng: -95.459072), Route carried "on" structure: US 290, Year Built: 2020, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 107,978 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 151,168 (year 2039), Design Load: HL 93, Features Intersected: Mangum
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020005009516, Location: US290 / Mangum Interchang (Lat: 29.810769, Lng: -95.459072), Route carried "on" structure: US 290, Year Built: 2020, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 107,978 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 151,168 (year 2039), Design Load: HL 93, Features Intersected: Mangum
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020005009517, Location: 1.65 MI NW OF IH 610 (Lat: 29.819008, Lng: -95.467758), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 213,816 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 350,800 (year 2036), Design Load: HL 93, Features Intersected: W 34TH ST
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 58.773, Lanes on structure: 7, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009517, Location: 1.65 MI NW OF IH 610 (Lat: 29.819008, Lng: -95.467758), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 213,816 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 350,800 (year 2036), Design Load: HL 93, Features Intersected: W 34TH ST
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 58.773, Lanes on structure: 7, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009518, Location: 1.65 MI NW OF IH 610 (Lat: 29.819008, Lng: -95.467758), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 273,500 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: W 34TH ST
Minimum Vertical Clearance: 3.72m (12.20ft), Kilometerpoint: 58.773, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009518, Location: 1.65 MI NW OF IH 610 (Lat: 29.819008, Lng: -95.467758), Route carried "on" structure: US 290, Year Built: 2016, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 273,500 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: W 34TH ST
Minimum Vertical Clearance: 3.72m (12.20ft), Kilometerpoint: 58.773, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009519, Location: US 290 HOV (Lat: 29.805811, Lng: -95.454089), Route carried "on" structure: Ramp US 290, Year Built: 2017, Status: Open, Structure Length: 196.54m (644.82ft), Average Daily Traffic: 10,000 (year 2016), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: IH610, 18TH ST, FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 19, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 48, Length of Maximum Span: 75.6m (248.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009519, Location: US 290 HOV (Lat: 29.805811, Lng: -95.454089), Route carried "on" structure: Ramp US 290, Year Built: 2017, Status: Open, Structure Length: 196.54m (644.82ft), Average Daily Traffic: 10,000 (year 2016), Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: IH610, 18TH ST, FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 19, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 48, Length of Maximum Span: 75.6m (248.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005009526, Location: 1.6 MI SE of BW 8 (Lat: 29.863736, Lng: -95.534086), Route carried "on" structure: US 290, Year Built: 2018, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 64,280 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 76,510 (year 2033), Design Load: HL 93, Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.784, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005009526, Location: 1.6 MI SE of BW 8 (Lat: 29.863736, Lng: -95.534086), Route carried "on" structure: US 290, Year Built: 2018, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 64,280 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 76,510 (year 2033), Design Load: HL 93, Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.784, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005102007, Location: 0.85 MI SE OF FM 1959 (Lat: 29.591147, Lng: -95.168064), Route carried "on" structure: State highway 3, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 18,716 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,870 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.190, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020005102007, Location: 0.85 MI SE OF FM 1959 (Lat: 29.591147, Lng: -95.168064), Route carried "on" structure: State highway 3, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 18,716 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,870 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.190, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020005102014, Location: 0.15 MILE NW OF FM 2351 (Lat: 29.581708, Lng: -95.159328), Route carried "on" structure: State highway 3, Year Built: 2008, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 18,716 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,690 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.532, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020005102014, Location: 0.15 MILE NW OF FM 2351 (Lat: 29.581708, Lng: -95.159328), Route carried "on" structure: State highway 3, Year Built: 2008, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 18,716 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,690 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.532, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020005102072, Location: 0.40 MI SE OF BW 8 (Lat: 29.611542, Lng: -95.187189), Route carried "on" structure: State highway 3, Year Built: 1988, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 14,905 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,870 (year 2033), Design Load: HS 20, Features Intersected: HCFCD CHANNEL A-119-05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.116, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020005102072, Location: 0.40 MI SE OF BW 8 (Lat: 29.611542, Lng: -95.187189), Route carried "on" structure: State highway 3, Year Built: 1988, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 14,905 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,870 (year 2033), Design Load: HS 20, Features Intersected: HCFCD CHANNEL A-119-05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.116, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12102000510208, Location: 1.10 MI NE OF IH 45 (Lat: 29.616153, Lng: -95.191281), Route carried "on" structure: ServiceState highway 8, Year Built: 1989, Status: Open, Structure Length: 28.59m (93.80ft), Average Daily Traffic: 31,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 44,060 (year 2033), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.308, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.59m (93.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102000510208, Location: 1.10 MI NE OF IH 45 (Lat: 29.616153, Lng: -95.191281), Route carried "on" structure: ServiceState highway 8, Year Built: 1989, Status: Open, Structure Length: 28.59m (93.80ft), Average Daily Traffic: 31,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 44,060 (year 2033), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.308, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.59m (93.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020005102081, Location: 1.10 MI NE OF IH 45 (Lat: 29.616717, Lng: -95.191800), Route carried "on" structure: ServiceState highway 8, Year Built: 1989, Status: Open, Structure Length: 28.50m (93.50ft), Average Daily Traffic: 31,140 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 43,590 (year 2033), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.308, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, 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: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.59m (93.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020005102081, Location: 1.10 MI NE OF IH 45 (Lat: 29.616717, Lng: -95.191800), Route carried "on" structure: ServiceState highway 8, Year Built: 1989, Status: Open, Structure Length: 28.50m (93.50ft), Average Daily Traffic: 31,140 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 43,590 (year 2033), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.308, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, 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: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.59m (93.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020005102349, Location: 1.10 MI NE OF IH 45 (Lat: 29.615575, Lng: -95.192611), Route carried "on" structure: Other road 8, Year Built: 1996, Year Reconstructed: 2019, Status: Open, Structure Length: 30.11m (98.79ft), Average Daily Traffic: 22,140 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 12,720 (year 2032), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.310, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 21.8m (71.5ft)
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: High priority of replacement, 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: 121020005102349, Location: 1.10 MI NE OF IH 45 (Lat: 29.615575, Lng: -95.192611), Route carried "on" structure: Other road 8, Year Built: 1996, Year Reconstructed: 2019, Status: Open, Structure Length: 30.11m (98.79ft), Average Daily Traffic: 22,140 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 12,720 (year 2032), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.310, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 21.8m (71.5ft)
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: High priority of replacement, 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: 12102000510235, Location: 1.10 MI NE OF IH 45 (Lat: 29.616067, Lng: -95.192542), Route carried "on" structure: Other road 8, Year Built: 1996, Year Reconstructed: 2019, Status: Open, Structure Length: 30.11m (98.79ft), Average Daily Traffic: 22,140 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 12,720 (year 2032), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.310, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 21.8m (71.5ft)
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: High priority of replacement, 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: 12102000510235, Location: 1.10 MI NE OF IH 45 (Lat: 29.616067, Lng: -95.192542), Route carried "on" structure: Other road 8, Year Built: 1996, Year Reconstructed: 2019, Status: Open, Structure Length: 30.11m (98.79ft), Average Daily Traffic: 22,140 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 12,720 (year 2032), Design Load: HS 20, Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.310, Lanes on structure: 3, Lanes under structure: 9, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 21.8m (71.5ft)
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: High priority of replacement, 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: 121020005106032, Location: 0.5 MI E OF IH 45 (Lat: 29.670333, Lng: -95.258972), Route carried "on" structure: State highway 3, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,743 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 15,450 (year 2033), Design Load: H 20, Features Intersected: BERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005106032, Location: 0.5 MI E OF IH 45 (Lat: 29.670333, Lng: -95.258972), Route carried "on" structure: State highway 3, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,743 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 15,450 (year 2033), Design Load: H 20, Features Intersected: BERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020005106033, Location: 0.5 MI E OF IH 45 (Lat: 29.670106, Lng: -95.259547), Route carried "on" structure: State highway 3, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,228 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 15,450 (year 2033), Design Load: H 20, Features Intersected: BERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020005106033, Location: 0.5 MI E OF IH 45 (Lat: 29.670106, Lng: -95.259547), Route carried "on" structure: State highway 3, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,228 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 15,450 (year 2033), Design Load: H 20, Features Intersected: BERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020011005094, Location: 1.00 MI N OF FM 1960 (Lat: 30.035644, Lng: -95.429736), Route carried "on" structure: ServiceInterstate 45, Year Built: 1970, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 36,720 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 51,410 (year 2033), Design Load: HS 20, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.175, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.46m (37.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020011005094, Location: 1.00 MI N OF FM 1960 (Lat: 30.035644, Lng: -95.429736), Route carried "on" structure: ServiceInterstate 45, Year Built: 1970, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 36,720 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 51,410 (year 2033), Design Load: HS 20, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.175, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.46m (37.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020011005129, Location: 2.20 MI N OF FM 1960 (Lat: 30.053042, Lng: -95.432181), Route carried "on" structure: Interstate 45, Year Built: 1996, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 84,908 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 141,160 (year 2033), Design Load: HS 20, Features Intersected: CYPRESSWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.105, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.6m (84.0ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020011005129, Location: 2.20 MI N OF FM 1960 (Lat: 30.053042, Lng: -95.432181), Route carried "on" structure: Interstate 45, Year Built: 1996, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 84,908 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 141,160 (year 2033), Design Load: HS 20, Features Intersected: CYPRESSWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.105, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.6m (84.0ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102001100513, Location: 0.30 MI S MONTGOMERY C/L (Lat: 30.106333, Lng: -95.435608), Route carried "on" structure: Other road 548, Year Built: 1988, Status: Open, Structure Length: 55.99m (183.69ft), Average Daily Traffic: 200 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.870, Lanes on structure: 2, Lanes under structure: 17, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 64.6m (211.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102001100513, Location: 0.30 MI S MONTGOMERY C/L (Lat: 30.106333, Lng: -95.435608), Route carried "on" structure: Other road 548, Year Built: 1988, Status: Open, Structure Length: 55.99m (183.69ft), Average Daily Traffic: 200 (year 2010), Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.870, Lanes on structure: 2, Lanes under structure: 17, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 64.6m (211.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020011005137, Location: 2.1 MI N OF FM 2920 (Lat: 30.105483, Lng: -95.435617), Route carried "on" structure: Ramp Interstate 45, Year Built: 1991, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 16,490 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 27,750 (year 2030), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: SPRING CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.031, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020011005137, Location: 2.1 MI N OF FM 2920 (Lat: 30.105483, Lng: -95.435617), Route carried "on" structure: Ramp Interstate 45, Year Built: 1991, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 16,490 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 27,750 (year 2030), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: SPRING CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.031, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020011005143, Location: 4 MI S OF FM 1960 (Lat: 29.981650, Lng: -95.422269), Route carried "on" structure: Interstate 45, Year Built: 1997, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 116,090 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 162,530 (year 2033), Design Load: HS 20, Features Intersected: AIRTEX DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.145, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.2m (86.0ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $107,000, Total Project Cost: $533,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020011005143, Location: 4 MI S OF FM 1960 (Lat: 29.981650, Lng: -95.422269), Route carried "on" structure: Interstate 45, Year Built: 1997, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 116,090 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 162,530 (year 2033), Design Load: HS 20, Features Intersected: AIRTEX DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.145, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.2m (86.0ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $107,000, Total Project Cost: $533,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020011005145, Location: 2.93 MI N JCT BW8 & IH45 (Lat: 29.982200, Lng: -95.422956), Route carried "on" structure: Interstate 45, Year Built: 1997, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 232,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 325,070 (year 2033), Design Load: HS 20, Features Intersected: AIRTEX DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.150, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 32.3m (106.0ft)
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: 121020011005145, Location: 2.93 MI N JCT BW8 & IH45 (Lat: 29.982200, Lng: -95.422956), Route carried "on" structure: Interstate 45, Year Built: 1997, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 232,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 325,070 (year 2033), Design Load: HS 20, Features Intersected: AIRTEX DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.150, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 32.3m (106.0ft)
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