Bridge Statistics for Pleasant Valley, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 62ft / 19.5mTotal length
- 45,113Total average daily traffic
- 6,988Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pleasant Valley
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 11960-1969
- 11970-1979
- 11990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 22.2%Good
- 55.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
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Structure Number: 32430004309208, Location: 1.3 MI W OF FM 369 (Lat: 33.958708, Lng: -98.620786), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 280 (year 2010), Average Future Daily Traffic: 500 (year 2030), Design Load: HL 93, Features Intersected: US 287, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32430004309208, Location: 1.3 MI W OF FM 369 (Lat: 33.958708, Lng: -98.620786), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 280 (year 2010), Average Future Daily Traffic: 500 (year 2030), Design Load: HL 93, Features Intersected: US 287, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32430004317044, Location: 0.83 MI E OF FM 369 (Lat: 33.938836, Lng: -98.588747), Route carried "on" structure: Business State highway 287, Year Built: 1936, Year Reconstructed: 1939, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,630 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.395, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Channel: Satisfactory, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430004317044, Location: 0.83 MI E OF FM 369 (Lat: 33.938836, Lng: -98.588747), Route carried "on" structure: Business State highway 287, Year Built: 1936, Year Reconstructed: 1939, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,630 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.395, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Channel: Satisfactory, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430004317045, Location: 1.00 MI E OF FM 369 (Lat: 33.938403, Lng: -98.585897), Route carried "on" structure: Business State highway 287, Year Built: 1936, Year Reconstructed: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,630 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: H 15, Features Intersected: EAST FORK OF POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.690, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.7m (74.5ft)
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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430004317045, Location: 1.00 MI E OF FM 369 (Lat: 33.938403, Lng: -98.585897), Route carried "on" structure: Business State highway 287, Year Built: 1936, Year Reconstructed: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,630 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: H 15, Features Intersected: EAST FORK OF POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.690, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.7m (74.5ft)
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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430004317049, Location: 0.43 MI W OF FM 369 (Lat: 33.942169, Lng: -98.610636), Route carried "on" structure: Business State highway 287, Year Built: 1939, Year Reconstructed: 2009, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,020 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 5,620 (year 2033), Design Load: H 15, Features Intersected: MIDDLE FORK POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.340, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, 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: 18.7m (61.4ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Satisfactory, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430004317049, Location: 0.43 MI W OF FM 369 (Lat: 33.942169, Lng: -98.610636), Route carried "on" structure: Business State highway 287, Year Built: 1939, Year Reconstructed: 2009, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,020 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 5,620 (year 2033), Design Load: H 15, Features Intersected: MIDDLE FORK POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.340, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, 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: 18.7m (61.4ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Satisfactory, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430004317204, Location: 0.44 MI W OF FM 369 (Lat: 33.942186, Lng: -98.610700), Route carried "on" structure: Business State highway 287, Year Built: 2009, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,020 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 5,620 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE FORK POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.332, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Channel: Fair, Culverts: 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430004317204, Location: 0.44 MI W OF FM 369 (Lat: 33.942186, Lng: -98.610700), Route carried "on" structure: Business State highway 287, Year Built: 2009, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,020 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 5,620 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE FORK POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.332, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Channel: Fair, Culverts: 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430068104015, Location: 1.6 MI E OF FM 369 (Lat: 33.918625, Lng: -98.576997), Route carried "on" structure: State highway 367, Year Built: 1953, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,342 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 20, Features Intersected: WEST FORK OF POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430068104015, Location: 1.6 MI E OF FM 369 (Lat: 33.918625, Lng: -98.576997), Route carried "on" structure: State highway 367, Year Built: 1953, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,342 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 20, Features Intersected: WEST FORK OF POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430080201006, Location: 0.5 MI N OF BUS 287/LP370 (Lat: 33.945633, Lng: -98.603044), Route carried "on" structure: State highway 369, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,021 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,270 (year 2033), Design Load: HS 20, Features Intersected: N. SIDE IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.877, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430080201006, Location: 0.5 MI N OF BUS 287/LP370 (Lat: 33.945633, Lng: -98.603044), Route carried "on" structure: State highway 369, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,021 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,270 (year 2033), Design Load: HS 20, Features Intersected: N. SIDE IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.877, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430080202018, Location: 0.68 MI N OF FM 367 (Lat: 33.931047, Lng: -98.602972), Route carried "on" structure: State highway 369, Year Built: 1991, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,270 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,370 (year 2033), Design Load: HS 20, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 32430080202018, Location: 0.68 MI N OF FM 367 (Lat: 33.931047, Lng: -98.602972), Route carried "on" structure: State highway 369, Year Built: 1991, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,270 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,370 (year 2033), Design Load: HS 20, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 32430AA0228001, Location: 0.6 MI S OF SPUR 370 (Lat: 33.936733, Lng: -98.617036), Route carried "on" structure: County highway 228, Year Built: 2009, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 180 (year 2010), Average Future Daily Traffic: 360 (year 2030), Design Load: HS 20, Features Intersected: WEST FORK POND CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430AA0228001, Location: 0.6 MI S OF SPUR 370 (Lat: 33.936733, Lng: -98.617036), Route carried "on" structure: County highway 228, Year Built: 2009, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 180 (year 2010), Average Future Daily Traffic: 360 (year 2030), Design Load: HS 20, Features Intersected: WEST FORK POND CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430F00025001, Location: 0.10 MI N OF FM 367 (Lat: 33.919669, Lng: -98.589481), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 700 (year 2030), Features Intersected: POND CREEK, Facility Carried by Structure: HUNTINGTON LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32430F00025001, Location: 0.10 MI N OF FM 367 (Lat: 33.919669, Lng: -98.589481), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 700 (year 2030), Features Intersected: POND CREEK, Facility Carried by Structure: HUNTINGTON LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32430004309208, Location: 1.3 MI W OF FM 369 (Lat: 33.958708, Lng: -98.620786), Route carried "under" structure: US 287, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 20,370 (year 2013), Truck Traffic: 22%, Features Intersected: US 287, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 37.351, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 32430004309208, Location: 1.3 MI W OF FM 369 (Lat: 33.958708, Lng: -98.620786), Route carried "under" structure: US 287, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 20,370 (year 2013), Truck Traffic: 22%, Features Intersected: US 287, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 37.351, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.9m (62.0ft)