Bridge Statistics for Pittsburg, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 98ft / 29.6mTotal length
- 51,688Total average daily traffic
- 8,792Total average daily truck traffic
- 69,510Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pittsburg
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11940-1949
- 21950-1959
- 21970-1979
- 21980-1989
- 31990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 26.7%Good
- 66.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 46.7%Good
- 53.3%Satisfactory
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Structure Number: 190320008308025, Location: 0.60 MI E OF US 271 (Lat: 32.998783, Lng: -94.953108), Route carried "on" structure: State highway 11, Year Built: 1925, Year Reconstructed: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,228 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,790 (year 2033), Features Intersected: SPARKS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.989, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, 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
Structure Number: 190320008308025, Location: 0.60 MI E OF US 271 (Lat: 32.998783, Lng: -94.953108), Route carried "on" structure: State highway 11, Year Built: 1925, Year Reconstructed: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,228 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,790 (year 2033), Features Intersected: SPARKS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.989, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, 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
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Structure Number: 190320008308054, Location: 0.90 MI E OF US 271 (Lat: 32.999539, Lng: -94.947244), Route carried "on" structure: State highway 11, Year Built: 1925, Year Reconstructed: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,228 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,790 (year 2033), Features Intersected: SPARKS BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.557, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
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, 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
Structure Number: 190320008308054, Location: 0.90 MI E OF US 271 (Lat: 32.999539, Lng: -94.947244), Route carried "on" structure: State highway 11, Year Built: 1925, Year Reconstructed: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,228 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,790 (year 2033), Features Intersected: SPARKS BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.557, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
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, 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
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Structure Number: 190320008308055, Location: 3.30 MI E OF US 271 (Lat: 33.007714, Lng: -94.902944), Route carried "on" structure: State highway 11, Year Built: 1925, Year Reconstructed: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,151 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,580 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.844, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, 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
Structure Number: 190320008308055, Location: 3.30 MI E OF US 271 (Lat: 33.007714, Lng: -94.902944), Route carried "on" structure: State highway 11, Year Built: 1925, Year Reconstructed: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,151 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,580 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.844, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, 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
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Structure Number: 190320008308056, Location: 4.40 MI E OF US 271 (Lat: 33.015319, Lng: -94.888106), Route carried "on" structure: State highway 11, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,151 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,580 (year 2033), Design Load: H 20, Features Intersected: KCS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 190320008308056, Location: 4.40 MI E OF US 271 (Lat: 33.015319, Lng: -94.888106), Route carried "on" structure: State highway 11, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,151 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,580 (year 2033), Design Load: H 20, Features Intersected: KCS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19032002480304, Location: 2.25 MI S OF FM 3384 (Lat: 32.948325, Lng: -94.953850), Route carried "on" structure: US 271, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,371 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 10,330 (year 2033), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.929, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 19032002480304, Location: 2.25 MI S OF FM 3384 (Lat: 32.948325, Lng: -94.953850), Route carried "on" structure: US 271, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,371 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 10,330 (year 2033), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.929, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 190320024803041, Location: 0.35 MI S OF FM 3384 (Lat: 32.974603, Lng: -94.962278), Route carried "on" structure: US 271, Year Built: 1975, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,371 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 10,330 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.820, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 190320024803041, Location: 0.35 MI S OF FM 3384 (Lat: 32.974603, Lng: -94.962278), Route carried "on" structure: US 271, Year Built: 1975, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,371 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 10,330 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.820, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 190320024807043, Location: AT JCT WITH US 271 (Lat: 32.985844, Lng: -94.966594), Route carried "on" structure: State highway 238, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,321 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,910 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.497, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 190320024807043, Location: AT JCT WITH US 271 (Lat: 32.985844, Lng: -94.966594), Route carried "on" structure: State highway 238, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,321 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,910 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.497, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 190320024807044, Location: 0.05 MI NW OF US 271 (Lat: 32.986444, Lng: -94.966928), Route carried "on" structure: State highway 238, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,321 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,910 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.411, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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 48 months, Inspection Date: June 2020
Structure Number: 190320024807044, Location: 0.05 MI NW OF US 271 (Lat: 32.986444, Lng: -94.966928), Route carried "on" structure: State highway 238, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,321 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,910 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.411, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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 48 months, Inspection Date: June 2020
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Structure Number: 190320024808046, Location: 0.20 MI S OF US 271 (Lat: 32.976139, Lng: -94.964664), Route carried "on" structure: State highway 3384, Year Built: 2010, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 589 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 930 (year 2033), Design Load: HS 20, Features Intersected: MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 190320024808046, Location: 0.20 MI S OF US 271 (Lat: 32.976139, Lng: -94.964664), Route carried "on" structure: State highway 3384, Year Built: 2010, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 589 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 930 (year 2033), Design Load: HS 20, Features Intersected: MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 190320024808047, Location: 0.50 MI S OF US 271 (Lat: 32.971389, Lng: -94.965456), Route carried "on" structure: State highway 3384, Year Built: 2009, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 589 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 930 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 190320024808047, Location: 0.50 MI S OF US 271 (Lat: 32.971389, Lng: -94.965456), Route carried "on" structure: State highway 3384, Year Built: 2009, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 589 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 930 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 190320024808048, Location: 2.10 MI S OF US 271 (Lat: 32.948750, Lng: -94.965031), Route carried "on" structure: State highway 3384, Year Built: 2010, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 589 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,170 (year 2031), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 190320024808048, Location: 2.10 MI S OF US 271 (Lat: 32.948750, Lng: -94.965031), Route carried "on" structure: State highway 3384, Year Built: 2010, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 589 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,170 (year 2031), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 190320101902001, Location: 2.75 MI E OF US 271 (Lat: 32.987242, Lng: -94.915664), Route carried "on" structure: State highway 557, Year Built: 1948, Year Reconstructed: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,164 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,340 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 190320101902001, Location: 2.75 MI E OF US 271 (Lat: 32.987242, Lng: -94.915664), Route carried "on" structure: State highway 557, Year Built: 1948, Year Reconstructed: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,164 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,340 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 19032012320101, Location: 1.20 MI S OF FM 2254 (Lat: 32.971869, Lng: -94.950336), Route carried "on" structure: State highway 993, Year Built: 1995, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,086 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,610 (year 2031), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, 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: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19032012320101, Location: 1.20 MI S OF FM 2254 (Lat: 32.971869, Lng: -94.950336), Route carried "on" structure: State highway 993, Year Built: 1995, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,086 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,610 (year 2031), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, 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: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 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: 190320123203013, Location: 1.20 MI N OF LP 179 (Lat: 33.028703, Lng: -94.979125), Route carried "on" structure: State highway 1520, Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,121 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,030 (year 2031), Design Load: HS 20, Features Intersected: WALKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.539, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than 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: June 2020
Structure Number: 190320123203013, Location: 1.20 MI N OF LP 179 (Lat: 33.028703, Lng: -94.979125), Route carried "on" structure: State highway 1520, Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,121 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,030 (year 2031), Design Load: HS 20, Features Intersected: WALKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.539, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than 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: June 2020
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Structure Number: 190320196801001, Location: 1.30 MI SE OF FM 993 (Lat: 32.976947, Lng: -94.942142), Route carried "on" structure: State highway 2254, Year Built: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 979 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,570 (year 2033), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.0m (39.4ft)
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: 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
Structure Number: 190320196801001, Location: 1.30 MI SE OF FM 993 (Lat: 32.976947, Lng: -94.942142), Route carried "on" structure: State highway 2254, Year Built: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 979 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,570 (year 2033), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.0m (39.4ft)
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: 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
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Structure Number: 190320328901002, Location: 1.10 MI W OF US 271 (Lat: 33.009972, Lng: -94.984450), Route carried "on" structure: State highway 179, Year Built: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,511 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,280 (year 2033), Design Load: HS 20, Features Intersected: WALKERS CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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, 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
Structure Number: 190320328901002, Location: 1.10 MI W OF US 271 (Lat: 33.009972, Lng: -94.984450), Route carried "on" structure: State highway 179, Year Built: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,511 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,280 (year 2033), Design Load: HS 20, Features Intersected: WALKERS CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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, 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
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Structure Number: 190320328901003, Location: 0.10 MI W OF US 271 (Lat: 33.012144, Lng: -94.967997), Route carried "on" structure: State highway 179, Year Built: 1986, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,918 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,430 (year 2033), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
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: Meets minimum limits, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 190320328901003, Location: 0.10 MI W OF US 271 (Lat: 33.012144, Lng: -94.967997), Route carried "on" structure: State highway 179, Year Built: 1986, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,918 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,430 (year 2033), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
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: Meets minimum limits, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous