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: 121020017707218, Location: 2.88 MI N OF BWY 8 (Lat: 29.979783, Lng: -95.278572), Route carried "on" structure: ServiceUS 59, Year Built: 1997, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,673 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 75,000 (year 2029), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.329, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707218, Location: 2.88 MI N OF BWY 8 (Lat: 29.979783, Lng: -95.278572), Route carried "on" structure: ServiceUS 59, Year Built: 1997, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,673 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 75,000 (year 2029), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.329, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707219, Location: 2.84 MI N OF BWY 8 (Lat: 29.978267, Lng: -95.278025), Route carried "on" structure: ServiceUS 59, Year Built: 1996, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 18,150 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 23,940 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 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 or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707219, Location: 2.84 MI N OF BWY 8 (Lat: 29.978267, Lng: -95.278025), Route carried "on" structure: ServiceUS 59, Year Built: 1996, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 18,150 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 23,940 (year 2030), Design Load: HS 20, Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 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 or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707241, Location: 1.65 MI S OF BWY 8 (Lat: 29.918581, Lng: -95.307264), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 16,572 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 20,380 (year 2030), Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.613, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707241, Location: 1.65 MI S OF BWY 8 (Lat: 29.918581, Lng: -95.307264), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 16,572 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 20,380 (year 2030), Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.613, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707243, Location: 1.64 MI S OF BWY 8 (Lat: 29.918311, Lng: -95.306725), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 17,952 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 20,380 (year 2030), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.577, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707243, Location: 1.64 MI S OF BWY 8 (Lat: 29.918311, Lng: -95.306725), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 17,952 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 20,380 (year 2030), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.577, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707273, Location: 0.3 MI S OF BWY 8 (Lat: 29.936000, Lng: -95.297669), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 157,400 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 314,800 (year 2030), Design Load: HS 20, Features Intersected: HCFCD P133-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.504, Lanes on structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.1m (6.9ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 121020017707273, Location: 0.3 MI S OF BWY 8 (Lat: 29.936000, Lng: -95.297669), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 157,400 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 314,800 (year 2030), Design Load: HS 20, Features Intersected: HCFCD P133-00-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.504, Lanes on structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.1m (6.9ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 121020017707274, Location: 5.0 MI S OF FM 1960 (Lat: 29.940022, Lng: -95.295775), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 6.964, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present 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 Precast Panels
Structure Number: 121020017707274, Location: 5.0 MI S OF FM 1960 (Lat: 29.940022, Lng: -95.295775), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 6.964, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present 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 Precast Panels
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Structure Number: 121020017707275, Location: 5.0 MI S OF FM 1960 (Lat: 29.939700, Lng: -95.296219), Route carried "on" structure: US 59, Year Built: 1996, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 6.964, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 35.9m (117.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707275, Location: 5.0 MI S OF FM 1960 (Lat: 29.939700, Lng: -95.296219), Route carried "on" structure: US 59, Year Built: 1996, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95,650 (year 2030), Design Load: HS 20, Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 6.964, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 35.9m (117.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017707386, Location: BWY 8/US59 N INTERCHANGE (Lat: 29.939636, Lng: -95.301047), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 132.92m (436.09ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 40,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 23, Length of Maximum Span: 88.1m (289.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017707386, Location: BWY 8/US59 N INTERCHANGE (Lat: 29.939636, Lng: -95.301047), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 132.92m (436.09ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 40,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 23, Length of Maximum Span: 88.1m (289.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017707394, Location: BWY 8 /US59 N INTERCHANG (Lat: 29.935189, Lng: -95.297369), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 119.05m (390.58ft), Average Daily Traffic: 60,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 90,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 21.210, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 25, Length of Maximum Span: 66.8m (219.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017707394, Location: BWY 8 /US59 N INTERCHANG (Lat: 29.935189, Lng: -95.297369), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 119.05m (390.58ft), Average Daily Traffic: 60,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 90,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 21.210, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 25, Length of Maximum Span: 66.8m (219.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017707395, Location: BWY8 /US59 N INTERCHANGE (Lat: 29.940911, Lng: -95.282267), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 118.96m (390.29ft), Average Daily Traffic: 8,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 13,000 (year 2030), Design Load: HS 20, Features Intersected: US 59; BW 8 & Ramps
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 20, Length of Maximum Span: 97.5m (319.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020017707395, Location: BWY8 /US59 N INTERCHANGE (Lat: 29.940911, Lng: -95.282267), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 118.96m (390.29ft), Average Daily Traffic: 8,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 13,000 (year 2030), Design Load: HS 20, Features Intersected: US 59; BW 8 & Ramps
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 20, Length of Maximum Span: 97.5m (319.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020017707396, Location: BWY 8 /US59 N INTERCHANG (Lat: 29.939533, Lng: -95.299039), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 27.58m (90.49ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 5, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017707396, Location: BWY 8 /US59 N INTERCHANG (Lat: 29.939533, Lng: -95.299039), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 27.58m (90.49ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 5, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017707397, Location: BWY 8/ US59 N INTERCHANG (Lat: 29.944506, Lng: -95.294283), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 97.90m (321.19ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 13,700 (year 2030), Design Load: HL 93, Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 18, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017707397, Location: BWY 8/ US59 N INTERCHANG (Lat: 29.944506, Lng: -95.294283), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 97.90m (321.19ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 13,700 (year 2030), Design Load: HL 93, Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 18, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017707398, Location: BWY08 /US59 N INTERCHANG (Lat: 29.942500, Lng: -95.295322), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 37.40m (122.70ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2029), Design Load: HS 20, Features Intersected: BW 8 WB FR & US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 6, Length of Maximum Span: 66.1m (216.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020017707398, Location: BWY08 /US59 N INTERCHANG (Lat: 29.942500, Lng: -95.295322), Route carried "on" structure: Ramp US 59, Year Built: 2004, Status: Open, Structure Length: 37.40m (122.70ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2029), Design Load: HS 20, Features Intersected: BW 8 WB FR & US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Number Of Spans In Main Unit: 6, Length of Maximum Span: 66.1m (216.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020017707543, Location: BW 8/US 59 N INTERCHANG (Lat: 29.937806, Lng: -95.295889), Route carried "on" structure: Ramp Interstate 59, Year Built: 2012, Status: Open, Structure Length: 38.25m (125.49ft), Average Daily Traffic: 11,500 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 13,000 (year 2029), Design Load: HL 93, Features Intersected: BW 8 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707543, Location: BW 8/US 59 N INTERCHANG (Lat: 29.937806, Lng: -95.295889), Route carried "on" structure: Ramp Interstate 59, Year Built: 2012, Status: Open, Structure Length: 38.25m (125.49ft), Average Daily Traffic: 11,500 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 13,000 (year 2029), Design Load: HL 93, Features Intersected: BW 8 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711048, Location: 0.30 MI S OF IH 610 N LP (Lat: 29.806261, Lng: -95.337814), Route carried "on" structure: US 59, Year Built: 1954, Year Reconstructed: 1977, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 152,540 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 213,560 (year 2033), Design Load: HS 20, Features Intersected: HUNTING BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.981, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 115.5m (378.9ft), Skew: 19 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121020017711048, Location: 0.30 MI S OF IH 610 N LP (Lat: 29.806261, Lng: -95.337814), Route carried "on" structure: US 59, Year Built: 1954, Year Reconstructed: 1977, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 152,540 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 213,560 (year 2033), Design Load: HS 20, Features Intersected: HUNTING BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.981, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 115.5m (378.9ft), Skew: 19 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 121020017711091, Location: 1.0 MI S OF IH 10 (Lat: 29.761631, Lng: -95.349867), Route carried "on" structure: US 59, Year Built: 1966, Year Reconstructed: 2002, Status: Open, Structure Length: 171.39m (562.30ft), Average Daily Traffic: 195,970 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 274,360 (year 2033), Design Load: HS 20, Features Intersected: CAPITOL ST; ETC.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 6, Lanes under structure: 37, Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 74, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 35.2m (115.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017711091, Location: 1.0 MI S OF IH 10 (Lat: 29.761631, Lng: -95.349867), Route carried "on" structure: US 59, Year Built: 1966, Year Reconstructed: 2002, Status: Open, Structure Length: 171.39m (562.30ft), Average Daily Traffic: 195,970 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 274,360 (year 2033), Design Load: HS 20, Features Intersected: CAPITOL ST; ETC.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 6, Lanes under structure: 37, Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 74, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 35.2m (115.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017711162, Location: 3.00 MI N OF IH 610 (Lat: 29.851628, Lng: -95.333744), Route carried "on" structure: US 59, Year Built: 1990, Year Reconstructed: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 174,160 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 243,820 (year 2035), Design Load: HS 20, Features Intersected: HCFCD P118-12-00 DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.896, Lanes on structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 87.8m (288.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 121020017711162, Location: 3.00 MI N OF IH 610 (Lat: 29.851628, Lng: -95.333744), Route carried "on" structure: US 59, Year Built: 1990, Year Reconstructed: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 174,160 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 243,820 (year 2035), Design Load: HS 20, Features Intersected: HCFCD P118-12-00 DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.896, Lanes on structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 87.8m (288.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 121020017711163, Location: 0.9 MI N OF IH 610 (Lat: 29.820364, Lng: -95.335456), Route carried "on" structure: US 59, Year Built: 1994, Status: Open, Structure Length: 63.31m (207.71ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2030), Design Load: HS 20, Features Intersected: BENNINGTON; KING & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.276, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711163, Location: 0.9 MI N OF IH 610 (Lat: 29.820364, Lng: -95.335456), Route carried "on" structure: US 59, Year Built: 1994, Status: Open, Structure Length: 63.31m (207.71ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2030), Design Load: HS 20, Features Intersected: BENNINGTON; KING & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.276, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711164, Location: 0.9 MI N OF IH 610 (Lat: 29.820364, Lng: -95.335264), Route carried "on" structure: US 59, Year Built: 1994, Status: Open, Structure Length: 63.31m (207.71ft), Average Daily Traffic: 93,370 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2030), Design Load: HS 20, Features Intersected: BENNINGTON; KING & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.774, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711164, Location: 0.9 MI N OF IH 610 (Lat: 29.820364, Lng: -95.335264), Route carried "on" structure: US 59, Year Built: 1994, Status: Open, Structure Length: 63.31m (207.71ft), Average Daily Traffic: 93,370 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2030), Design Load: HS 20, Features Intersected: BENNINGTON; KING & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.774, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711165, Location: 0.8 MI N OF IH 610 (Lat: 29.819075, Lng: -95.335758), Route carried "on" structure: ServiceUS 59, Year Built: 1994, Status: Open, Structure Length: 36.48m (119.69ft), Average Daily Traffic: 2,462 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 4,210 (year 2030), Design Load: HS 20, Features Intersected: KING AVE AND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.771, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711165, Location: 0.8 MI N OF IH 610 (Lat: 29.819075, Lng: -95.335758), Route carried "on" structure: ServiceUS 59, Year Built: 1994, Status: Open, Structure Length: 36.48m (119.69ft), Average Daily Traffic: 2,462 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 4,210 (year 2030), Design Load: HS 20, Features Intersected: KING AVE AND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.771, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711166, Location: 0.9 MI N OF IH 610 (Lat: 29.820297, Lng: -95.334944), Route carried "on" structure: ServiceUS 59, Year Built: 1994, Status: Open, Structure Length: 63.31m (207.71ft), Average Daily Traffic: 3,212 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,360 (year 2030), Design Load: HS 20, Features Intersected: BENNINGTON; KING AND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711166, Location: 0.9 MI N OF IH 610 (Lat: 29.820297, Lng: -95.334944), Route carried "on" structure: ServiceUS 59, Year Built: 1994, Status: Open, Structure Length: 63.31m (207.71ft), Average Daily Traffic: 3,212 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,360 (year 2030), Design Load: HS 20, Features Intersected: BENNINGTON; KING AND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711168, Location: 1.40 MI N OF IH 610 (Lat: 29.829219, Lng: -95.334983), Route carried "on" structure: US 59, Year Built: 1994, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 186,740 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 261,440 (year 2030), Design Load: HS 20, Features Intersected: CROSSTIMBERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.493, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 58.8m (192.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.2m (200.8ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711168, Location: 1.40 MI N OF IH 610 (Lat: 29.829219, Lng: -95.334983), Route carried "on" structure: US 59, Year Built: 1994, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 186,740 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 261,440 (year 2030), Design Load: HS 20, Features Intersected: CROSSTIMBERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.493, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 58.8m (192.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.2m (200.8ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711169, Location: 2.30 MI N OF IH 610 (Lat: 29.840258, Lng: -95.333661), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2035), Design Load: HS 20, Features Intersected: LAURA KOPPE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020017711169, Location: 2.30 MI N OF IH 610 (Lat: 29.840258, Lng: -95.333661), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2035), Design Load: HS 20, Features Intersected: LAURA KOPPE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12102001771117, Location: 2.80 MI N OF IH 610 (Lat: 29.849211, Lng: -95.333853), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2035), Design Load: HS 20, Features Intersected: TIDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.206, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 Precast Panels
Structure Number: 12102001771117, Location: 2.80 MI N OF IH 610 (Lat: 29.849211, Lng: -95.333853), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2035), Design Load: HS 20, Features Intersected: TIDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.206, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 Precast Panels
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Structure Number: 121020017711171, Location: 3.00 MI N OF IH 610 (Lat: 29.851219, Lng: -95.333650), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 19.35m (63.48ft), Average Daily Traffic: 17,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: HOV SB BYPASS LN, Facility Carried by Structure: TIDWELL HOV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.907, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.35m (63.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711171, Location: 3.00 MI N OF IH 610 (Lat: 29.851219, Lng: -95.333650), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 19.35m (63.48ft), Average Daily Traffic: 17,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: HOV SB BYPASS LN, Facility Carried by Structure: TIDWELL HOV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.907, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.35m (63.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711172, Location: 3.00 MI N OF IH 610 (Lat: 29.851528, Lng: -95.333967), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 14,402 (year 2015), Average Future Daily Traffic: 14,980 (year 2035), Design Load: HS 20, Features Intersected: US 59 SB ML & FR, Facility Carried by Structure: TIDWELL HOV T-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.815, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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, Length Of Structure Improvement: 10.21m (33.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017711172, Location: 3.00 MI N OF IH 610 (Lat: 29.851528, Lng: -95.333967), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 14,402 (year 2015), Average Future Daily Traffic: 14,980 (year 2035), Design Load: HS 20, Features Intersected: US 59 SB ML & FR, Facility Carried by Structure: TIDWELL HOV T-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.815, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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, Length Of Structure Improvement: 10.21m (33.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020017711173, Location: 3.20 MI N OF IH 610 (Lat: 29.855314, Lng: -95.334072), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 17,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: US 59 SB OFF-RAMP #5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.640, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711173, Location: 3.20 MI N OF IH 610 (Lat: 29.855314, Lng: -95.334072), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 17,410 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: US 59 SB OFF-RAMP #5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.640, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711174, Location: 2.30 MI N OF IH 610 (Lat: 29.840281, Lng: -95.333267), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 93,370 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2035), Design Load: HS 20, Features Intersected: LAURA KOPPE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 Precast Panels
Structure Number: 121020017711174, Location: 2.30 MI N OF IH 610 (Lat: 29.840281, Lng: -95.333267), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 93,370 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2035), Design Load: HS 20, Features Intersected: LAURA KOPPE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 Precast Panels
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Structure Number: 121020017711175, Location: 2.80 MI N OF IH 610 (Lat: 29.849214, Lng: -95.333386), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 93,370 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2036), Design Load: HS 20, Features Intersected: TIDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.206, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711175, Location: 2.80 MI N OF IH 610 (Lat: 29.849214, Lng: -95.333386), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 93,370 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 130,720 (year 2036), Design Load: HS 20, Features Intersected: TIDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.206, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711178, Location: 3.10 MI N OF IH 610 (Lat: 29.853936, Lng: -95.333269), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 10,148 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: US 59 NB OFF-RAMP #6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.436, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711178, Location: 3.10 MI N OF IH 610 (Lat: 29.853936, Lng: -95.333269), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 10,148 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 24,380 (year 2035), Design Load: HS 20, Features Intersected: US 59 NB OFF-RAMP #6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.436, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711179, Location: 3.60 MI N OF IH 610 (Lat: 29.859814, Lng: -95.333281), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 67.21m (220.51ft), Average Daily Traffic: 87,080 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 121,910 (year 2035), Design Load: HS 20, Features Intersected: PARKER/SAUNDERS/HALLS BY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 6, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 67.21m (220.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,470,000, Roadway Improvement Cost: $618,000, Total Project Cost: $3,088,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020017711179, Location: 3.60 MI N OF IH 610 (Lat: 29.859814, Lng: -95.333281), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 67.21m (220.51ft), Average Daily Traffic: 87,080 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 121,910 (year 2035), Design Load: HS 20, Features Intersected: PARKER/SAUNDERS/HALLS BY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 6, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 67.21m (220.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,470,000, Roadway Improvement Cost: $618,000, Total Project Cost: $3,088,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12102001771118, Location: 3.60 MI N OF IH 610 (Lat: 29.859806, Lng: -95.333686), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 68.49m (224.70ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 121,910 (year 2035), Design Load: HS 20, Features Intersected: PARKER/SAUNDERS/HALLS BY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 4, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12102001771118, Location: 3.60 MI N OF IH 610 (Lat: 29.859806, Lng: -95.333686), Route carried "on" structure: US 59, Year Built: 1995, Status: Open, Structure Length: 68.49m (224.70ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 121,910 (year 2035), Design Load: HS 20, Features Intersected: PARKER/SAUNDERS/HALLS BY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 4, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020017711181, Location: 3.9 MI N OF IH 610 (Lat: 29.865825, Lng: -95.333075), Route carried "on" structure: ServiceUS 59, Year Built: 1995, Status: Open, Structure Length: 63.58m (208.60ft), Average Daily Traffic: 6,620 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 9,560 (year 2030), Design Load: HS 20, Features Intersected: JENSEN DR & SAUNDERS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.480, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711181, Location: 3.9 MI N OF IH 610 (Lat: 29.865825, Lng: -95.333075), Route carried "on" structure: ServiceUS 59, Year Built: 1995, Status: Open, Structure Length: 63.58m (208.60ft), Average Daily Traffic: 6,620 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 9,560 (year 2030), Design Load: HS 20, Features Intersected: JENSEN DR & SAUNDERS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.480, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711182, Location: 3.8 MI N OF IH 610 (Lat: 29.862264, Lng: -95.333333), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 1,650 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 2,300 (year 2030), Design Load: HS 20, Features Intersected: UNPAVED AREA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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: 121020017711182, Location: 3.8 MI N OF IH 610 (Lat: 29.862264, Lng: -95.333333), Route carried "on" structure: Ramp US 59, Year Built: 1995, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 1,650 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 2,300 (year 2030), Design Load: HS 20, Features Intersected: UNPAVED AREA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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: 121020017711201, Location: 0.8 MI N OF IH 610 (Lat: 29.822453, Lng: -95.335311), Route carried "on" structure: Ramp US 59, Year Built: 1996, Status: Open, Structure Length: 94.85m (311.19ft), Average Daily Traffic: 18,670 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 26,140 (year 2030), Design Load: HS 20, Features Intersected: US59SB;BENNINGTON AND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.694, Lanes on structure: 1, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 94.73m (310.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711201, Location: 0.8 MI N OF IH 610 (Lat: 29.822453, Lng: -95.335311), Route carried "on" structure: Ramp US 59, Year Built: 1996, Status: Open, Structure Length: 94.85m (311.19ft), Average Daily Traffic: 18,670 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 26,140 (year 2030), Design Load: HS 20, Features Intersected: US59SB;BENNINGTON AND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.694, Lanes on structure: 1, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 94.73m (310.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711244, Location: 3.6 MI N OF IH 610 (Lat: 29.860772, Lng: -95.332947), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 9,256 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 5,980 (year 2030), Design Load: HS 20, Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711244, Location: 3.6 MI N OF IH 610 (Lat: 29.860772, Lng: -95.332947), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 9,256 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 5,980 (year 2030), Design Load: HS 20, Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711245, Location: 3.6 MI N OF IH 610 (Lat: 29.861325, Lng: -95.333661), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,331 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 9,560 (year 2030), Design Load: HS 20, Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711245, Location: 3.6 MI N OF IH 610 (Lat: 29.861325, Lng: -95.333661), Route carried "on" structure: ServiceUS 59, Year Built: 1991, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,331 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 9,560 (year 2030), Design Load: HS 20, Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711254, Location: 0.50 MI S OF IH 610 (Lat: 29.801039, Lng: -95.339492), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $78,000, Total Project Cost: $388,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711254, Location: 0.50 MI S OF IH 610 (Lat: 29.801039, Lng: -95.339492), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $78,000, Total Project Cost: $388,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711255, Location: 0.50 MI S OF IH 610 (Lat: 29.802189, Lng: -95.340211), Route carried "on" structure: US 59, Year Built: 1999, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.09m (49.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $102,000, Total Project Cost: $508,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017711255, Location: 0.50 MI S OF IH 610 (Lat: 29.802189, Lng: -95.340211), Route carried "on" structure: US 59, Year Built: 1999, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 106,780 (year 2033), Design Load: HS 20, Features Intersected: CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.09m (49.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $102,000, Total Project Cost: $508,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020017711257, Location: AT US59/IH610 N LP. (Lat: 29.806208, Lng: -95.336950), Route carried "on" structure: Ramp US 59, Year Built: 1997, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 17,040 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 23,860 (year 2030), Design Load: HS 20, Features Intersected: US 59 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 121020017711257, Location: AT US59/IH610 N LP. (Lat: 29.806208, Lng: -95.336950), Route carried "on" structure: Ramp US 59, Year Built: 1997, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 17,040 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 23,860 (year 2030), Design Load: HS 20, Features Intersected: US 59 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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