Bridge Statistics for Cleburne, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 132Number of bridges
- 2,339ft / 713mTotal length
- $1,509,000Total costs
- 1,024,886Total average daily traffic
- 123,543Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cleburne
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 41930-1939
- 71940-1949
- 151950-1959
- 51960-1969
- 41970-1979
- 41980-1989
- 331990-1999
- 172000-2009
- 402010-2019
- Reconstructed bridges - Historical Statistics
- 41950-1959
- 11960-1969
- 11970-1979
- 31980-1989
- 21990-1999
- 72000-2009
- Bridge Condition - Deck
- 7.9%Very good
- 75.0%Good
- 17.1%Satisfactory
- Bridge Condition - Superstructure
- 32.9%Very good
- 47.4%Good
- 19.7%Satisfactory
- Bridge Condition - Substructure
- 13.2%Very good
- 50.0%Good
- 34.2%Satisfactory
- 2.6%Fair
- Bridge Condition - Channel
- 16.3%Very good
- 39.5%Good
- 41.9%Satisfactory
- 2.3%Fair
- Bridge Condition - Culverts
- 54.3%Good
- 45.7%Satisfactory
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Structure Number: 21270001403016, Location: 1.3 MI S OF RENFRO ST (Lat: 32.525500, Lng: -97.309222), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 20,202 (year 2033), Design Load: HS 20, Features Intersected: IH 35W, Facility Carried by Structure: HIDDEN CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 21270001403016, Location: 1.3 MI S OF RENFRO ST (Lat: 32.525500, Lng: -97.309222), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 20,202 (year 2033), Design Load: HS 20, Features Intersected: IH 35W, Facility Carried by Structure: HIDDEN CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21270001901023, Location: 0.6 MI N OF US 67 (Lat: 32.390222, Lng: -97.390036), Route carried "on" structure: State highway 174, Year Built: 1951, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 22,129 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 33,460 (year 2033), Features Intersected: E BUFFALO CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.189, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 21270001901023, Location: 0.6 MI N OF US 67 (Lat: 32.390222, Lng: -97.390036), Route carried "on" structure: State highway 174, Year Built: 1951, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 22,129 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 33,460 (year 2033), Features Intersected: E BUFFALO CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.189, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 21270001901024, Location: 2.4 MI N OF US 67 (Lat: 32.416175, Lng: -97.383486), Route carried "on" structure: State highway 174, Year Built: 1951, Year Reconstructed: 1971, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 11,153 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 16,730 (year 2033), Design Load: H 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.157, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $42,000, Total Project Cost: $346,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270001901024, Location: 2.4 MI N OF US 67 (Lat: 32.416175, Lng: -97.383486), Route carried "on" structure: State highway 174, Year Built: 1951, Year Reconstructed: 1971, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 11,153 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 16,730 (year 2033), Design Load: H 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.157, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $42,000, Total Project Cost: $346,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270001901036, Location: 2.4 MI N OF US 67 (Lat: 32.416531, Lng: -97.383725), Route carried "on" structure: State highway 174, Year Built: 1971, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 10,976 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 16,730 (year 2033), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.149, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270001901036, Location: 2.4 MI N OF US 67 (Lat: 32.416531, Lng: -97.383725), Route carried "on" structure: State highway 174, Year Built: 1971, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 10,976 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 16,730 (year 2033), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.149, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270001901045, Location: 1.0 MI N OF US 67 (Lat: 32.396772, Lng: -97.387111), Route carried "on" structure: State highway 174, Year Built: 1995, Status: Open, Structure Length: 20.60m (67.59ft), Average Daily Traffic: 22,129 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 33,460 (year 2033), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.346, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21270001901045, Location: 1.0 MI N OF US 67 (Lat: 32.396772, Lng: -97.387111), Route carried "on" structure: State highway 174, Year Built: 1995, Status: Open, Structure Length: 20.60m (67.59ft), Average Daily Traffic: 22,129 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 33,460 (year 2033), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.346, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2127000190204, Location: 1.3 MI SE OF SH 174 (Lat: 32.312925, Lng: -97.370947), Route carried "on" structure: State highway 171, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,217 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,770 (year 2038), Design Load: HS 20, Features Intersected: TRIB OF BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.841, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 16.2m (53.1ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2127000190204, Location: 1.3 MI SE OF SH 174 (Lat: 32.312925, Lng: -97.370947), Route carried "on" structure: State highway 171, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,217 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,770 (year 2038), Design Load: HS 20, Features Intersected: TRIB OF BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.841, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 16.2m (53.1ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270001902046, Location: 0.02 MI S OF FM 4 (Lat: 32.336944, Lng: -97.383875), Route carried "on" structure: State highway 171, Year Built: 2002, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 16,514 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 21,700 (year 2038), Design Load: HS 20, Features Intersected: EAST BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.637, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21270001902046, Location: 0.02 MI S OF FM 4 (Lat: 32.336944, Lng: -97.383875), Route carried "on" structure: State highway 171, Year Built: 2002, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 16,514 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 21,700 (year 2038), Design Load: HS 20, Features Intersected: EAST BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.637, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21270025904037, Location: 0.7 MI W OF FM 2331 (Lat: 32.311942, Lng: -97.510439), Route carried "on" structure: US 67, Year Built: 1938, Year Reconstructed: 1962, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,062 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 10,660 (year 2038), Design Load: H 15, Features Intersected: ROBINSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.095, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270025904037, Location: 0.7 MI W OF FM 2331 (Lat: 32.311942, Lng: -97.510439), Route carried "on" structure: US 67, Year Built: 1938, Year Reconstructed: 1962, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,062 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 10,660 (year 2038), Design Load: H 15, Features Intersected: ROBINSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.095, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.8m (45.3ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270025905067, Location: OVER SH 174 (Lat: 32.382025, Lng: -97.391981), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 13,442 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 14,330 (year 2033), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905067, Location: OVER SH 174 (Lat: 32.382025, Lng: -97.391981), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 13,442 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 14,330 (year 2033), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025905068, Location: 0.4 MI E OF SH 174 (Lat: 32.380811, Lng: -97.386150), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 13,442 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 14,550 (year 2033), Design Load: HS 20, Features Intersected: BN & SF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.601, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905068, Location: 0.4 MI E OF SH 174 (Lat: 32.380811, Lng: -97.386150), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 13,442 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 14,550 (year 2033), Design Load: HS 20, Features Intersected: BN & SF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.601, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025905069, Location: 1.1 MI E OF SH 174 (Lat: 32.381481, Lng: -97.373769), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 13,442 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 14,550 (year 2033), Design Load: HS 20, Features Intersected: CR 801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905069, Location: 1.1 MI E OF SH 174 (Lat: 32.381481, Lng: -97.373769), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 13,442 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 14,550 (year 2033), Design Load: HS 20, Features Intersected: CR 801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2127002590507, Location: 1.4 MI E OF SH 174 (Lat: 32.382422, Lng: -97.370494), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 12,282 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 14,550 (year 2033), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2127002590507, Location: 1.4 MI E OF SH 174 (Lat: 32.382422, Lng: -97.370494), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 12,282 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 14,550 (year 2033), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906042, Location: 0.2 MI W OF SH 174 (Lat: 32.347017, Lng: -97.389561), Route carried "on" structure: State highway 67, Year Built: 1921, Year Reconstructed: 1957, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 17,813 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 29,400 (year 2038), Features Intersected: W BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.304, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270025906042, Location: 0.2 MI W OF SH 174 (Lat: 32.347017, Lng: -97.389561), Route carried "on" structure: State highway 67, Year Built: 1921, Year Reconstructed: 1957, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 17,813 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 29,400 (year 2038), Features Intersected: W BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.304, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270025906061, Location: 0.2 MI W OF SH 174 (Lat: 32.346169, Lng: -97.389192), Route carried "on" structure: State highway 67, Year Built: 1972, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 29,400 (year 2038), Design Load: HS 20, Features Intersected: W BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 29.9m (98.1ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270025906061, Location: 0.2 MI W OF SH 174 (Lat: 32.346169, Lng: -97.389192), Route carried "on" structure: State highway 67, Year Built: 1972, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 29,400 (year 2038), Design Load: HS 20, Features Intersected: W BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 29.9m (98.1ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270025906062, Location: 1.3 MI E OF SH 174 (Lat: 32.355703, Lng: -97.364686), Route carried "on" structure: State highway 67, Year Built: 1992, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 13,800 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 20,020 (year 2038), Design Load: HS 20, Features Intersected: LOCKETT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.744, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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: October 2020
Structure Number: 21270025906062, Location: 1.3 MI E OF SH 174 (Lat: 32.355703, Lng: -97.364686), Route carried "on" structure: State highway 67, Year Built: 1992, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 13,800 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 20,020 (year 2038), Design Load: HS 20, Features Intersected: LOCKETT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.744, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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: October 2020
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Structure Number: 21270025906065, Location: 0.15 MI E OF SH 174 (Lat: 32.348731, Lng: -97.380367), Route carried "on" structure: Business State highway 67, Year Built: 1995, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 8,300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 8,350 (year 2038), Design Load: HS 20, Features Intersected: BN&SF RR/BORDER/COLORADO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.549, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21270025906065, Location: 0.15 MI E OF SH 174 (Lat: 32.348731, Lng: -97.380367), Route carried "on" structure: Business State highway 67, Year Built: 1995, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 8,300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 8,350 (year 2038), Design Load: HS 20, Features Intersected: BN&SF RR/BORDER/COLORADO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.549, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21270025906066, Location: 0.6 MI E OF SH 174 (Lat: 32.349586, Lng: -97.376739), Route carried "on" structure: State highway 67, Year Built: 1995, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 17,400 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 24,360 (year 2038), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21270025906066, Location: 0.6 MI E OF SH 174 (Lat: 32.349586, Lng: -97.376739), Route carried "on" structure: State highway 67, Year Built: 1995, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 17,400 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 24,360 (year 2038), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21270025906089, Location: Over SH 174 (Lat: 32.381461, Lng: -97.392639), Route carried "on" structure: US 67, Year Built: 2018, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 7,791 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 16,830 (year 2034), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906089, Location: Over SH 174 (Lat: 32.381461, Lng: -97.392639), Route carried "on" structure: US 67, Year Built: 2018, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 7,791 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 16,830 (year 2034), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2127002590609, Location: 0.4 Mi. E. of SH 174 (Lat: 32.380519, Lng: -97.386669), Route carried "on" structure: US 67, Year Built: 2014, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 8,056 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: BNSF RR & E TURNAROUND
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 2127002590609, Location: 0.4 Mi. E. of SH 174 (Lat: 32.380519, Lng: -97.386669), Route carried "on" structure: US 67, Year Built: 2014, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 8,056 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: BNSF RR & E TURNAROUND
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21270025906091, Location: 1.1 Mi. E. of SH 174 (Lat: 32.381339, Lng: -97.373831), Route carried "on" structure: US 67, Year Built: 2017, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 8,056 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: CR 801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906091, Location: 1.1 Mi. E. of SH 174 (Lat: 32.381339, Lng: -97.373831), Route carried "on" structure: US 67, Year Built: 2017, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 8,056 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: CR 801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906092, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382300, Lng: -97.369900), Route carried "on" structure: US 67, Year Built: 2016, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906092, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382300, Lng: -97.369900), Route carried "on" structure: US 67, Year Built: 2016, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906093, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382289, Lng: -97.369531), Route carried "on" structure: Ramp US 67, Year Built: 2016, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 13,300 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906093, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382289, Lng: -97.369531), Route carried "on" structure: Ramp US 67, Year Built: 2016, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 13,300 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906094, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382289, Lng: -97.369531), Route carried "on" structure: ServiceUS 67, Year Built: 2016, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 13,300 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906094, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382289, Lng: -97.369531), Route carried "on" structure: ServiceUS 67, Year Built: 2016, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 13,300 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906095, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382939, Lng: -97.369400), Route carried "on" structure: Ramp US 67, Year Built: 2014, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 13,300 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906095, Location: 1.4 Mi. E. of SH 174 (Lat: 32.382939, Lng: -97.369400), Route carried "on" structure: Ramp US 67, Year Built: 2014, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 13,300 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 22,210 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906102, Location: Over SH 174 (Lat: 32.382250, Lng: -97.392069), Route carried "on" structure: Ramp US 67, Year Built: 2017, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 12,900 (year 2034), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906102, Location: Over SH 174 (Lat: 32.382250, Lng: -97.392069), Route carried "on" structure: Ramp US 67, Year Built: 2017, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 12,900 (year 2034), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906103, Location: Over SH 174 (Lat: 32.381919, Lng: -97.392539), Route carried "on" structure: Ramp US 67, Year Built: 2018, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 8,100 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 12,900 (year 2034), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906103, Location: Over SH 174 (Lat: 32.381919, Lng: -97.392539), Route carried "on" structure: Ramp US 67, Year Built: 2018, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 8,100 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 12,900 (year 2034), Design Load: HS 20, Features Intersected: SH 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270036503009, Location: 0.05 MI W OF SH 174 (Lat: 32.371586, Lng: -97.396911), Route carried "on" structure: State highway 171, Year Built: 1943, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 4,586 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,450 (year 2033), Design Load: H 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270036503009, Location: 0.05 MI W OF SH 174 (Lat: 32.371586, Lng: -97.396911), Route carried "on" structure: State highway 171, Year Built: 1943, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 4,586 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,450 (year 2033), Design Load: H 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2127003650301, Location: 2.0 MI E OF FM 2331 S (Lat: 32.429342, Lng: -97.495669), Route carried "on" structure: State highway 171, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,940 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,720 (year 2033), Design Load: H 20, Features Intersected: NOLAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.142, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2127003650301, Location: 2.0 MI E OF FM 2331 S (Lat: 32.429342, Lng: -97.495669), Route carried "on" structure: State highway 171, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,940 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,720 (year 2033), Design Load: H 20, Features Intersected: NOLAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.142, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270036503011, Location: 2.7 MI E OF FM 2331 SOUTH (Lat: 32.425869, Lng: -97.483469), Route carried "on" structure: State highway 171, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,940 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,720 (year 2033), Design Load: H 20, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270036503011, Location: 2.7 MI E OF FM 2331 SOUTH (Lat: 32.425869, Lng: -97.483469), Route carried "on" structure: State highway 171, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,940 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,720 (year 2033), Design Load: H 20, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270036503012, Location: 4.5 MI E OF FM 2331 SOUTH (Lat: 32.415819, Lng: -97.454619), Route carried "on" structure: State highway 171, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 9,466 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 9,240 (year 2033), Design Load: H 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270036503012, Location: 4.5 MI E OF FM 2331 SOUTH (Lat: 32.415819, Lng: -97.454619), Route carried "on" structure: State highway 171, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 9,466 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 9,240 (year 2033), Design Load: H 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270036503052, Location: 0.8 MI N OF US 67 (Lat: 32.387150, Lng: -97.417172), Route carried "on" structure: Other road 121, Year Built: 2014, Status: Open, Structure Length: 23.26m (76.31ft), Average Daily Traffic: 17,300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 28,500 (year 2033), Design Load: HL 93, Features Intersected: SH 171 & FWWR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: 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 Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270036503052, Location: 0.8 MI N OF US 67 (Lat: 32.387150, Lng: -97.417172), Route carried "on" structure: Other road 121, Year Built: 2014, Status: Open, Structure Length: 23.26m (76.31ft), Average Daily Traffic: 17,300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 28,500 (year 2033), Design Load: HL 93, Features Intersected: SH 171 & FWWR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: 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 Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270036503053, Location: 0.8 MI N OF US 67 (Lat: 32.389594, Lng: -97.417861), Route carried "on" structure: Other road 121, Year Built: 2014, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 17,300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 28,500 (year 2033), Design Load: HL 93, Features Intersected: SH 171 & FWWR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270036503053, Location: 0.8 MI N OF US 67 (Lat: 32.389594, Lng: -97.417861), Route carried "on" structure: Other road 121, Year Built: 2014, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 17,300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 28,500 (year 2033), Design Load: HL 93, Features Intersected: SH 171 & FWWR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270042203018, Location: 0.66 MI W OF FM 1434 (Lat: 32.314894, Lng: -97.467461), Route carried "on" structure: US 67, Year Built: 1938, Year Reconstructed: 1961, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 11,360 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 12,730 (year 2033), Design Load: H 20, Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270042203018, Location: 0.66 MI W OF FM 1434 (Lat: 32.314894, Lng: -97.467461), Route carried "on" structure: US 67, Year Built: 1938, Year Reconstructed: 1961, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 11,360 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 12,730 (year 2033), Design Load: H 20, Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270042203026, Location: 1.1 MI N OF BU 67 (Lat: 32.345097, Lng: -97.438861), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 6,410 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,850 (year 2036), Design Load: HS 20, Features Intersected: CR 1121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.976, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, 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, Number Of Approach Spans: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 21270042203026, Location: 1.1 MI N OF BU 67 (Lat: 32.345097, Lng: -97.438861), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 6,410 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,850 (year 2036), Design Load: HS 20, Features Intersected: CR 1121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.976, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, 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, Number Of Approach Spans: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21270042203027, Location: 2.0 MI N OF US 67 (Lat: 32.356617, Lng: -97.445444), Route carried "on" structure: US 67, Year Built: 1994, Year Reconstructed: 2012, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,570 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,890 (year 2033), Design Load: HS 20, Features Intersected: TRIB. NOLAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.689, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 21270042203027, Location: 2.0 MI N OF US 67 (Lat: 32.356617, Lng: -97.445444), Route carried "on" structure: US 67, Year Built: 1994, Year Reconstructed: 2012, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,570 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,890 (year 2033), Design Load: HS 20, Features Intersected: TRIB. NOLAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.689, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 21270042203028, Location: 3.2 MI W OF SH 174 (Lat: 32.364675, Lng: -97.441789), Route carried "on" structure: State highway 4, Year Built: 1994, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 1,450 (year 2016), Average Future Daily Traffic: 1,400 (year 2036), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.935, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 21270042203028, Location: 3.2 MI W OF SH 174 (Lat: 32.364675, Lng: -97.441789), Route carried "on" structure: State highway 4, Year Built: 1994, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 1,450 (year 2016), Average Future Daily Traffic: 1,400 (year 2036), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.935, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21270042203029, Location: 1.2 MI E OF FM 4 (Lat: 32.374822, Lng: -97.424744), Route carried "on" structure: State highway 21, Year Built: 1994, Year Reconstructed: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 13,614 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 10,430 (year 2036), Design Load: HS 20, Features Intersected: MCANEAR CREEK, Facility Carried by Structure: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 60.4m (198.2ft), 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: 20.1m (65.9ft), Out-to-Out Width: 74.1m (243.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270042203029, Location: 1.2 MI E OF FM 4 (Lat: 32.374822, Lng: -97.424744), Route carried "on" structure: State highway 21, Year Built: 1994, Year Reconstructed: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 13,614 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 10,430 (year 2036), Design Load: HS 20, Features Intersected: MCANEAR CREEK, Facility Carried by Structure: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 60.4m (198.2ft), 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: 20.1m (65.9ft), Out-to-Out Width: 74.1m (243.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2127004220303, Location: 0.2 MI W OF SH 171 (Lat: 32.379439, Lng: -97.409847), Route carried "on" structure: State highway 21, Year Built: 1994, Year Reconstructed: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 16,140 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 16,190 (year 2036), Design Load: HS 20, Features Intersected: TRIB W. BUFFALO CREEK, Facility Carried by Structure: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.821, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 2127004220303, Location: 0.2 MI W OF SH 171 (Lat: 32.379439, Lng: -97.409847), Route carried "on" structure: State highway 21, Year Built: 1994, Year Reconstructed: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 16,140 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 16,190 (year 2036), Design Load: HS 20, Features Intersected: TRIB W. BUFFALO CREEK, Facility Carried by Structure: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.821, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 21270042203031, Location: 0.7 MI W OF SH 174 (Lat: 32.380108, Lng: -97.406717), Route carried "on" structure: US 67, Year Built: 1994, Status: Open, Structure Length: 15.03m (49.31ft), Average Daily Traffic: 14,393 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 9,270 (year 2033), Design Load: HS 20, Features Intersected: SH 171/A.T.&S.F. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 21270042203031, Location: 0.7 MI W OF SH 174 (Lat: 32.380108, Lng: -97.406717), Route carried "on" structure: US 67, Year Built: 1994, Status: Open, Structure Length: 15.03m (49.31ft), Average Daily Traffic: 14,393 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 9,270 (year 2033), Design Load: HS 20, Features Intersected: SH 171/A.T.&S.F. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21270042203032, Location: 0.5 MI W OF SH 174 (Lat: 32.381089, Lng: -97.403103), Route carried "on" structure: US 21, Year Built: 1994, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 14,394 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,720 (year 2036), Design Load: HS 20, Features Intersected: W. BUFFALO CREEK, Facility Carried by Structure: US 67 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 21270042203032, Location: 0.5 MI W OF SH 174 (Lat: 32.381089, Lng: -97.403103), Route carried "on" structure: US 21, Year Built: 1994, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 14,394 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,720 (year 2036), Design Load: HS 20, Features Intersected: W. BUFFALO CREEK, Facility Carried by Structure: US 67 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21270042203033, Location: 0.55 MI E OF FM 1434 (Lat: 32.323883, Lng: -97.449550), Route carried "on" structure: US 67, Year Built: 1994, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 13,724 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 22,270 (year 2030), Design Load: HS 20, Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.016, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, 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: 37.8m (124.0ft), Out-to-Out Width: 61.4m (201.4ft)
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: 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 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270042203033, Location: 0.55 MI E OF FM 1434 (Lat: 32.323883, Lng: -97.449550), Route carried "on" structure: US 67, Year Built: 1994, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 13,724 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 22,270 (year 2030), Design Load: HS 20, Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.016, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, 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: 37.8m (124.0ft), Out-to-Out Width: 61.4m (201.4ft)
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: 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 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous