Bridge Statistics for Borger, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 843ft / 257mTotal length
- $43,000Total costs
- 152,438Total average daily traffic
- 23,523Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Borger
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31940-1949
- 111950-1959
- 11970-1979
- 61980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 11950-1959
- 01960-1969
- 01970-1979
- 21980-1989
- 21990-1999
- Bridge Condition - Deck
- 50.0%Good
- 44.4%Satisfactory
- 5.6%Fair
- Bridge Condition - Superstructure
- 5.6%Very good
- 44.4%Good
- 44.4%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 7.1%Very good
- 50.0%Good
- 35.7%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 41180035506014, Location: 2.4 MI N OF SH 152 (Lat: 35.850669, Lng: -101.441361), Route carried "on" structure: State highway 136, Year Built: 1939, Year Reconstructed: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,194 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 3,240 (year 2033), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $4,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180035506014, Location: 2.4 MI N OF SH 152 (Lat: 35.850669, Lng: -101.441361), Route carried "on" structure: State highway 136, Year Built: 1939, Year Reconstructed: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,194 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 3,240 (year 2033), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $4,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180035601008, Location: 5.1 Mi N of SH 152 (Lat: 35.731361, Lng: -101.418258), Route carried "on" structure: State highway 136, Year Built: 1949, Year Reconstructed: 1986, Status: Open, Structure Length: 79.25m (260.01ft), Average Daily Traffic: 2,270 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,580 (year 2033), Design Load: H 20, Features Intersected: Canadian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41180035601008, Location: 5.1 Mi N of SH 152 (Lat: 35.731361, Lng: -101.418258), Route carried "on" structure: State highway 136, Year Built: 1949, Year Reconstructed: 1986, Status: Open, Structure Length: 79.25m (260.01ft), Average Daily Traffic: 2,270 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,580 (year 2033), Design Load: H 20, Features Intersected: Canadian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41180035601014, Location: 5.1 Mi N of SH 152 (Lat: 35.732306, Lng: -101.418036), Route carried "on" structure: State highway 136, Year Built: 1975, Status: Open, Structure Length: 62.82m (206.10ft), Average Daily Traffic: 2,071 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,580 (year 2033), Design Load: HS 20, Features Intersected: Canadian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180035601014, Location: 5.1 Mi N of SH 152 (Lat: 35.732306, Lng: -101.418036), Route carried "on" structure: State highway 136, Year Built: 1975, Status: Open, Structure Length: 62.82m (206.10ft), Average Daily Traffic: 2,071 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,580 (year 2033), Design Load: HS 20, Features Intersected: Canadian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180035601015, Location: 0.3 MI N OF FM 1551 (Lat: 35.645611, Lng: -101.398497), Route carried "on" structure: State highway 207, Year Built: 1980, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 889 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 2,960 (year 2033), Design Load: HS 20, Features Intersected: Panhandle Northern RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.206, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 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: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180035601015, Location: 0.3 MI N OF FM 1551 (Lat: 35.645611, Lng: -101.398497), Route carried "on" structure: State highway 207, Year Built: 1980, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 889 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 2,960 (year 2033), Design Load: HS 20, Features Intersected: Panhandle Northern RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.206, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 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: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180035601058, Location: 0.3 MI N OF FM 1551 (Lat: 35.645731, Lng: -101.398658), Route carried "on" structure: State highway 207, Year Built: 2007, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 1,460 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 2,960 (year 2033), Design Load: HL 93, Features Intersected: Panhandle Northern RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 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: 39.6m (129.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41180035601058, Location: 0.3 MI N OF FM 1551 (Lat: 35.645731, Lng: -101.398658), Route carried "on" structure: State highway 207, Year Built: 2007, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 1,460 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 2,960 (year 2033), Design Load: HL 93, Features Intersected: Panhandle Northern RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 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: 39.6m (129.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41180035601059, Location: 1.4 mi N of Borger city l (Lat: 35.706675, Lng: -101.414611), Route carried "on" structure: State highway 136, Year Built: 2014, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 3,907 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 6,440 (year 2032), Design Load: HL 93, Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.737, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41180035601059, Location: 1.4 mi N of Borger city l (Lat: 35.706675, Lng: -101.414611), Route carried "on" structure: State highway 136, Year Built: 2014, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 3,907 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 6,440 (year 2032), Design Load: HL 93, Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.737, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4118003790101, Location: 3.4 MI W OF SH 207 (Lat: 35.650967, Lng: -101.455914), Route carried "on" structure: State highway 136, Year Built: 1942, Year Reconstructed: 1957, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,439 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 13,300 (year 2033), Design Load: H 15, Features Intersected: Hill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.763, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Satisfactory, 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, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4118003790101, Location: 3.4 MI W OF SH 207 (Lat: 35.650967, Lng: -101.455914), Route carried "on" structure: State highway 136, Year Built: 1942, Year Reconstructed: 1957, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,439 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 13,300 (year 2033), Design Load: H 15, Features Intersected: Hill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.763, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Satisfactory, 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, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180037901011, Location: 5.6 MI W OF SH 207 (Lat: 35.638425, Lng: -101.492147), Route carried "on" structure: State highway 136, Year Built: 1942, Year Reconstructed: 1995, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,451 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,950 (year 2033), Design Load: H 15, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.357, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 41180037901011, Location: 5.6 MI W OF SH 207 (Lat: 35.638425, Lng: -101.492147), Route carried "on" structure: State highway 136, Year Built: 1942, Year Reconstructed: 1995, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,451 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,950 (year 2033), Design Load: H 15, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.357, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 4118003790102, Location: AT JCT SH 136 IN BORGER (Lat: 35.660558, Lng: -101.398683), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,400 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 11,760 (year 2030), Features Intersected: SH 136 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.639, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4118003790102, Location: AT JCT SH 136 IN BORGER (Lat: 35.660558, Lng: -101.398683), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,400 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 11,760 (year 2030), Features Intersected: SH 136 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.639, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180037901021, Location: AT JCT SH 136 IN BORGER (Lat: 35.661858, Lng: -101.398542), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 17,000 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 24,630 (year 2030), Features Intersected: SH 136 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.508, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180037901021, Location: AT JCT SH 136 IN BORGER (Lat: 35.661858, Lng: -101.398542), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 17,000 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 24,630 (year 2030), Features Intersected: SH 136 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.508, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180037901024, Location: 2.0 MI W OF SH 207 (Lat: 35.654869, Lng: -101.433072), Route carried "on" structure: State highway 136, Year Built: 1987, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 5,254 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: FM 1559 & ATSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.594, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180037901024, Location: 2.0 MI W OF SH 207 (Lat: 35.654869, Lng: -101.433072), Route carried "on" structure: State highway 136, Year Built: 1987, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 5,254 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: FM 1559 & ATSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.594, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180037901025, Location: 2.0 MI W OF SH 207 (Lat: 35.654672, Lng: -101.432992), Route carried "on" structure: State highway 136, Year Built: 1987, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 5,226 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: FM 1559 & ATSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.576, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180037901025, Location: 2.0 MI W OF SH 207 (Lat: 35.654672, Lng: -101.432992), Route carried "on" structure: State highway 136, Year Built: 1987, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 5,226 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: FM 1559 & ATSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.576, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180037901026, Location: 1.5 MI W OF SH 207 (Lat: 35.654856, Lng: -101.423119), Route carried "on" structure: State highway 136, Year Built: 1991, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 5,691 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.697, Lanes on 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: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180037901026, Location: 1.5 MI W OF SH 207 (Lat: 35.654856, Lng: -101.423119), Route carried "on" structure: State highway 136, Year Built: 1991, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 5,691 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.697, Lanes on 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: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4118003790103, Location: 1.5 MI W SH 207 IN BORGER (Lat: 35.655064, Lng: -101.422697), Route carried "on" structure: State highway 136, Year Built: 2002, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 5,826 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very 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 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4118003790103, Location: 1.5 MI W SH 207 IN BORGER (Lat: 35.655064, Lng: -101.422697), Route carried "on" structure: State highway 136, Year Built: 2002, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 5,826 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,830 (year 2033), Design Load: HS 20, Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very 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 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 41180037901031, Location: AT JCT SH 136 IN BORGER (Lat: 35.660708, Lng: -101.398819), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,400 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 11,760 (year 2030), Features Intersected: SH 136 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.639, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180037901031, Location: AT JCT SH 136 IN BORGER (Lat: 35.660708, Lng: -101.398819), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,400 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 11,760 (year 2030), Features Intersected: SH 136 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.639, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180037901032, Location: AT JCT SH 136 IN BORGER (Lat: 35.661886, Lng: -101.398683), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 17,000 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 24,630 (year 2030), Features Intersected: SH 136 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.508, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180037901032, Location: AT JCT SH 136 IN BORGER (Lat: 35.661886, Lng: -101.398683), Route carried "on" structure: State highway 207, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 17,000 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 24,630 (year 2030), Features Intersected: SH 136 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.508, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180045501009, Location: 0.15 MI NW OF FM 2171 (Lat: 35.664689, Lng: -101.351369), Route carried "on" structure: State highway 152, Year Built: 1988, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 2,072 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,410 (year 2033), Design Load: HS 20, Features Intersected: Dixon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.175, Lanes on structure: 2, 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: 5, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180045501009, Location: 0.15 MI NW OF FM 2171 (Lat: 35.664689, Lng: -101.351369), Route carried "on" structure: State highway 152, Year Built: 1988, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 2,072 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,410 (year 2033), Design Load: HS 20, Features Intersected: Dixon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.175, Lanes on structure: 2, 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: 5, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180045501011, Location: 0.15 MI NW OF FM 2171 (Lat: 35.664814, Lng: -101.352228), Route carried "on" structure: State highway 152, Year Built: 2008, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 1,916 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,700 (year 2027), Design Load: HL 93, Features Intersected: Dixon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 41180045501011, Location: 0.15 MI NW OF FM 2171 (Lat: 35.664814, Lng: -101.352228), Route carried "on" structure: State highway 152, Year Built: 2008, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 1,916 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,700 (year 2027), Design Load: HL 93, Features Intersected: Dixon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 41180162302001, Location: 1.7 MI SE OF SH 136 (Lat: 35.641322, Lng: -101.425183), Route carried "on" structure: State highway 1551, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,538 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,170 (year 2033), Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.670, Lanes on structure: 2, 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: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180162302001, Location: 1.7 MI SE OF SH 136 (Lat: 35.641322, Lng: -101.425183), Route carried "on" structure: State highway 1551, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,538 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,170 (year 2033), Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.670, Lanes on structure: 2, 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: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180243701001, Location: 4.2 MI SE OF FM 687 (Lat: 35.677422, Lng: -101.479875), Route carried "on" structure: State highway 1319, Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 584 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,700 (year 2033), Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.835, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180243701001, Location: 4.2 MI SE OF FM 687 (Lat: 35.677422, Lng: -101.479875), Route carried "on" structure: State highway 1319, Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 584 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,700 (year 2033), Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.835, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41180AA0368001, Location: 0.1 Mi E of SH 207 (Lat: 35.710164, Lng: -101.414114), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 930 (year 2010), Average Future Daily Traffic: 1,000 (year 2027), Features Intersected: Rock Creek, Facility Carried by Structure: Chickasaw Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, 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: 21.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41180AA0368001, Location: 0.1 Mi E of SH 207 (Lat: 35.710164, Lng: -101.414114), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 930 (year 2010), Average Future Daily Traffic: 1,000 (year 2027), Features Intersected: Rock Creek, Facility Carried by Structure: Chickasaw Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, 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: 21.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41180AA0455001, Location: 0.2 Mi SE of SH 207 (Lat: 35.724647, Lng: -101.416383), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1937, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 300 (year 2027), Features Intersected: Rock Creek, Facility Carried by Structure: Old Stinnett Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41180AA0455001, Location: 0.2 Mi SE of SH 207 (Lat: 35.724647, Lng: -101.416383), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1937, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 300 (year 2027), Features Intersected: Rock Creek, Facility Carried by Structure: Old Stinnett Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4118003790102, Location: AT JCT SH 136 IN BORGER (Lat: 35.660558, Lng: -101.398683), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2013), Truck Traffic: 27%, Features Intersected: SH 136 EB, Facility Carried by Structure: SH 207 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 4118003790102, Location: AT JCT SH 136 IN BORGER (Lat: 35.660558, Lng: -101.398683), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2013), Truck Traffic: 27%, Features Intersected: SH 136 EB, Facility Carried by Structure: SH 207 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 41180037901021, Location: AT JCT SH 136 IN BORGER (Lat: 35.661858, Lng: -101.398542), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2009), Truck Traffic: 8%, Features Intersected: SH 136 WB, Facility Carried by Structure: SH 207 NB
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 41180037901021, Location: AT JCT SH 136 IN BORGER (Lat: 35.661858, Lng: -101.398542), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2009), Truck Traffic: 8%, Features Intersected: SH 136 WB, Facility Carried by Structure: SH 207 NB
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 41180037901024, Location: 2.0 MI W OF SH 207 (Lat: 35.654869, Lng: -101.433072), Route carried "under" structure: State highway 1559, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 22%, Features Intersected: FM 1559 & ATSF RR, Facility Carried by Structure: SH 136 WB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 9.511, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 41180037901024, Location: 2.0 MI W OF SH 207 (Lat: 35.654869, Lng: -101.433072), Route carried "under" structure: State highway 1559, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 22%, Features Intersected: FM 1559 & ATSF RR, Facility Carried by Structure: SH 136 WB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 9.511, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 41180037901025, Location: 2.0 MI W OF SH 207 (Lat: 35.654672, Lng: -101.432992), Route carried "under" structure: State highway 1559, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 22%, Features Intersected: FM 1559 & ATSF RR, Facility Carried by Structure: SH 136 EB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 9.537, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 41180037901025, Location: 2.0 MI W OF SH 207 (Lat: 35.654672, Lng: -101.432992), Route carried "under" structure: State highway 1559, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 22%, Features Intersected: FM 1559 & ATSF RR, Facility Carried by Structure: SH 136 EB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 9.537, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 41180037901031, Location: AT JCT SH 136 IN BORGER (Lat: 35.660708, Lng: -101.398819), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2009), Truck Traffic: 8%, Features Intersected: SH 136 EB, Facility Carried by Structure: SH 207 SB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 41180037901031, Location: AT JCT SH 136 IN BORGER (Lat: 35.660708, Lng: -101.398819), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2009), Truck Traffic: 8%, Features Intersected: SH 136 EB, Facility Carried by Structure: SH 207 SB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 41180037901032, Location: AT JCT SH 136 IN BORGER (Lat: 35.661886, Lng: -101.398683), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2009), Truck Traffic: 8%, Features Intersected: SH 136 WB, Facility Carried by Structure: SH 207 SB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 41180037901032, Location: AT JCT SH 136 IN BORGER (Lat: 35.661886, Lng: -101.398683), Route carried "under" structure: State highway 136, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2009), Truck Traffic: 8%, Features Intersected: SH 136 WB, Facility Carried by Structure: SH 207 SB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)