Bridge Statistics for Placedo, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 154ft / 47.2mTotal length
- 42,557Total average daily traffic
- 5,786Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Placedo
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 21960-1969
- 31970-1979
- 41980-1989
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 31990-1999
- Bridge Condition - Deck
- 85.7%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 85.7%Good
- 14.3%Poor
- Bridge Condition - Channel
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 132350014402004, Location: 0.01 MI SE OF FM 1686 (Lat: 28.719425, Lng: -96.872814), Route carried "on" structure: US 87, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 12,454 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 10,920 (year 2036), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.858, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 132350014402004, Location: 0.01 MI SE OF FM 1686 (Lat: 28.719425, Lng: -96.872814), Route carried "on" structure: US 87, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 12,454 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 10,920 (year 2036), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.858, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 132350014402006, Location: 1.55 MI SE OF FM 616 (Lat: 28.678367, Lng: -96.808569), Route carried "on" structure: US 87, Year Built: 1931, Year Reconstructed: 2004, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,940 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,640 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.646, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 44.2m (145.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 132350014402006, Location: 1.55 MI SE OF FM 616 (Lat: 28.678367, Lng: -96.808569), Route carried "on" structure: US 87, Year Built: 1931, Year Reconstructed: 2004, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,940 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,640 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.646, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 44.2m (145.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 132350014402085, Location: US 87 @ FM 616 (Lat: 28.689875, Lng: -96.830439), Route carried "on" structure: US 87, Year Built: 1988, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 5,651 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,780 (year 2033), Design Load: HS 20, Features Intersected: FM 616 & MP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.125, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 132350014402085, Location: US 87 @ FM 616 (Lat: 28.689875, Lng: -96.830439), Route carried "on" structure: US 87, Year Built: 1988, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 5,651 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,780 (year 2033), Design Load: HS 20, Features Intersected: FM 616 & MP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.125, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 132350014402086, Location: US 87 @ FM 616 (Lat: 28.690056, Lng: -96.830292), Route carried "on" structure: US 87, Year Built: 1988, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 5,290 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,780 (year 2033), Design Load: HS 20, Features Intersected: FM 616 & MP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.125, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 132350014402086, Location: US 87 @ FM 616 (Lat: 28.690056, Lng: -96.830292), Route carried "on" structure: US 87, Year Built: 1988, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 5,290 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,780 (year 2033), Design Load: HS 20, Features Intersected: FM 616 & MP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.125, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 132350049705009, Location: 3.01 MI E OF SH 185 (Lat: 28.673692, Lng: -96.853331), Route carried "on" structure: State highway 616, Year Built: 1953, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,460 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.683, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 132350049705009, Location: 3.01 MI E OF SH 185 (Lat: 28.673692, Lng: -96.853331), Route carried "on" structure: State highway 616, Year Built: 1953, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,460 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.683, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13235004970501, Location: 3.68 MI E OF SH 185 (Lat: 28.679661, Lng: -96.844650), Route carried "on" structure: State highway 616, Year Built: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,460 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13235004970501, Location: 3.68 MI E OF SH 185 (Lat: 28.679661, Lng: -96.844650), Route carried "on" structure: State highway 616, Year Built: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,460 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 132350049705016, Location: 3.81 MI E OF US 87 (Lat: 28.719742, Lng: -96.777486), Route carried "on" structure: State highway 616, Year Built: 1957, Year Reconstructed: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,919 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 1,110 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.754, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 132350049705016, Location: 3.81 MI E OF US 87 (Lat: 28.719742, Lng: -96.777486), Route carried "on" structure: State highway 616, Year Built: 1957, Year Reconstructed: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,919 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 1,110 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.754, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 132350113201005, Location: 0.80 MI NE OF US 87 (Lat: 28.726608, Lng: -96.862494), Route carried "on" structure: State highway 1686, Year Built: 1955, Year Reconstructed: 1979, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 516 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 890 (year 2037), Features Intersected: LONE TREE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 132350113201005, Location: 0.80 MI NE OF US 87 (Lat: 28.726608, Lng: -96.862494), Route carried "on" structure: State highway 1686, Year Built: 1955, Year Reconstructed: 1979, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 516 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 890 (year 2037), Features Intersected: LONE TREE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 132350317202001, Location: 0.65 MI SE OF FM 1686 (Lat: 28.726875, Lng: -96.843169), Route carried "on" structure: State highway 3085, Year Built: 1973, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 167 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: LONE TREE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.612, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 132350317202001, Location: 0.65 MI SE OF FM 1686 (Lat: 28.726875, Lng: -96.843169), Route carried "on" structure: State highway 3085, Year Built: 1973, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 167 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: LONE TREE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.612, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 132350AA0180001, Location: 2.40 MI NE OF US 87 (Lat: 28.718589, Lng: -96.807464), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1975, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 90 (year 2010), Average Future Daily Traffic: 150 (year 2027), Features Intersected: LONE TREE CREEK, Facility Carried by Structure: HENDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 132350AA0180001, Location: 2.40 MI NE OF US 87 (Lat: 28.718589, Lng: -96.807464), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1975, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 90 (year 2010), Average Future Daily Traffic: 150 (year 2027), Features Intersected: LONE TREE CREEK, Facility Carried by Structure: HENDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 132350AA0182003, Location: 1.3 MI SE OF FM 1686 (Lat: 28.730381, Lng: -96.821225), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 60 (year 2027), Features Intersected: LONE TREE CREEK, Facility Carried by Structure: PICKERING RD NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other
Structure Number: 132350AA0182003, Location: 1.3 MI SE OF FM 1686 (Lat: 28.730381, Lng: -96.821225), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 60 (year 2027), Features Intersected: LONE TREE CREEK, Facility Carried by Structure: PICKERING RD NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other
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Structure Number: 132350AA0279001, Location: 3.2 MI SW OF JCT US 87 (Lat: 28.646592, Lng: -96.839200), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 100 (year 2027), Features Intersected: CHOCOLATE BAYOU, Facility Carried by Structure: LANDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 132350AA0279001, Location: 3.2 MI SW OF JCT US 87 (Lat: 28.646592, Lng: -96.839200), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 100 (year 2027), Features Intersected: CHOCOLATE BAYOU, Facility Carried by Structure: LANDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 132350014402085, Location: US 87 @ FM 616 (Lat: 28.689869, Lng: -96.830431), Route carried "under" structure: State highway 616, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 20%, Features Intersected: FM 616 & MP RR, Facility Carried by Structure: US 87 NB
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 20.522, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 132350014402085, Location: US 87 @ FM 616 (Lat: 28.689869, Lng: -96.830431), Route carried "under" structure: State highway 616, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 20%, Features Intersected: FM 616 & MP RR, Facility Carried by Structure: US 87 NB
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 20.522, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 132350014402086, Location: US 87 @ FM 616 (Lat: 28.690050, Lng: -96.830289), Route carried "under" structure: State highway 616, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 20%, Features Intersected: FM 616 & MP RR, Facility Carried by Structure: US 87 SB
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 20.550, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 132350014402086, Location: US 87 @ FM 616 (Lat: 28.690050, Lng: -96.830289), Route carried "under" structure: State highway 616, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 20%, Features Intersected: FM 616 & MP RR, Facility Carried by Structure: US 87 SB
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 20.550, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)