Bridge Statistics for Clinton, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 41930-1939
- 11940-1949
- 201950-1959
- 311960-1969
- 101980-1989
- 61990-1999
- 72000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 11960-1969
- 01970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 13.5%Very good
- 55.8%Good
- 17.3%Satisfactory
- 13.5%Fair
- Bridge Condition - Superstructure
- 11.5%Very good
- 53.8%Good
- 21.2%Satisfactory
- 13.5%Fair
- Bridge Condition - Substructure
- 19.2%Very good
- 48.1%Good
- 11.5%Satisfactory
- 19.2%Fair
- 1.9%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 47.7%Good
- 27.3%Satisfactory
- 15.9%Fair
- Bridge Condition - Culverts
- 9.1%Very good
- 63.6%Good
- 27.3%Satisfactory
Find on map >> Show street view
Structure Number: 865, Location: 3N 7.5W OF WEATHERFORD (Lat: 35.566011, Lng: -98.837114), Route carried "on" structure: County highway E1000, Year Built: 1920, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 64 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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 minimum criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $46,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 865, Location: 3N 7.5W OF WEATHERFORD (Lat: 35.566011, Lng: -98.837114), Route carried "on" structure: County highway E1000, Year Built: 1920, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 64 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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 minimum criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $46,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 2619, Location: 0.3 MI N WASHITA C/L (Lat: 35.470097, Lng: -98.975561), Route carried "on" structure: US 183, Year Built: 1930, Year Reconstructed: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 9,280 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $395,000, Total Project Cost: $671,000 ( Estimate for 2015)
Structure Number: 2619, Location: 0.3 MI N WASHITA C/L (Lat: 35.470097, Lng: -98.975561), Route carried "on" structure: US 183, Year Built: 1930, Year Reconstructed: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 9,280 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $395,000, Total Project Cost: $671,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 3192, Location: 3.7 MI E JCT I-40 BUS (Lat: 35.515842, Lng: -98.846161), Route carried "on" structure: ServiceUS 40, Year Built: 1930, Status: Posted for load, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 480 (year 2040), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.643, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $1,041,000, Total Project Cost: $1,767,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3192, Location: 3.7 MI E JCT I-40 BUS (Lat: 35.515842, Lng: -98.846161), Route carried "on" structure: ServiceUS 40, Year Built: 1930, Status: Posted for load, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 480 (year 2040), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.643, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $1,041,000, Total Project Cost: $1,767,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 5349, Location: 2.8 MI N WASHITA C/L (Lat: 35.503544, Lng: -98.964408), Route carried "on" structure: US 183, Year Built: 1937, Year Reconstructed: 2008, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,840 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $562,000, Total Project Cost: $953,000 ( Estimate for 2015)
Structure Number: 5349, Location: 2.8 MI N WASHITA C/L (Lat: 35.503544, Lng: -98.964408), Route carried "on" structure: US 183, Year Built: 1937, Year Reconstructed: 2008, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,840 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $562,000, Total Project Cost: $953,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 7299, Location: .5N .1W OF 183&66 JCT (Lat: 35.522178, Lng: -98.968700), Route carried "on" structure: County highway E1030, Year Built: 1939, Status: Posted for load, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: FMRC R.R. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $94,000, Total Project Cost: $271,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7299, Location: .5N .1W OF 183&66 JCT (Lat: 35.522178, Lng: -98.968700), Route carried "on" structure: County highway E1030, Year Built: 1939, Status: Posted for load, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: FMRC R.R. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $94,000, Total Project Cost: $271,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 9805, Location: 1.5N. 2.7E. OF CLINTON (Lat: 35.537497, Lng: -98.918075), Route carried "on" structure: County highway E1020, Year Built: 1941, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 24 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 minimum criteria, Length Of Structure Improvement: 5.23m (17.16ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $147,000, Total Project Cost: $426,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9805, Location: 1.5N. 2.7E. OF CLINTON (Lat: 35.537497, Lng: -98.918075), Route carried "on" structure: County highway E1020, Year Built: 1941, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 24 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 minimum criteria, Length Of Structure Improvement: 5.23m (17.16ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $147,000, Total Project Cost: $426,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12926, Location: 0.7 MI E JCT US-183 (Lat: 35.515431, Lng: -98.953689), Route carried "on" structure: Business State highway 40B, Year Built: 1953, Year Reconstructed: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: I-40 BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, 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: 29.6m (97.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $403,000, Total Project Cost: $685,000 ( Estimate for 2015)
Structure Number: 12926, Location: 0.7 MI E JCT US-183 (Lat: 35.515431, Lng: -98.953689), Route carried "on" structure: Business State highway 40B, Year Built: 1953, Year Reconstructed: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: I-40 BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, 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: 29.6m (97.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $403,000, Total Project Cost: $685,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 13123, Location: .5 MI E JCT US183 (Lat: 35.515394, Lng: -98.958000), Route carried "on" structure: Business State highway 40B, Year Built: 1953, Year Reconstructed: 1959, Status: Open, Structure Length: 24.44m (80.18ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER, Facility Carried by Structure: I-40 BUS.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.758, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum criteria, Length Of Structure Improvement: 24.44m (80.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $5,330,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $10,386,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13123, Location: .5 MI E JCT US183 (Lat: 35.515394, Lng: -98.958000), Route carried "on" structure: Business State highway 40B, Year Built: 1953, Year Reconstructed: 1959, Status: Open, Structure Length: 24.44m (80.18ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER, Facility Carried by Structure: I-40 BUS.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.758, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum criteria, Length Of Structure Improvement: 24.44m (80.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $5,330,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $10,386,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 14064, Location: 4.2 MI NE WASHITA C/L (Lat: 35.479825, Lng: -99.074503), Route carried "on" structure: Interstate 40, Year Built: 1958, Year Reconstructed: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 19,100 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,560 (year 2040), Design Load: HS 20, Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $917,000, Total Project Cost: $1,556,000 ( Estimate for 2015)
Structure Number: 14064, Location: 4.2 MI NE WASHITA C/L (Lat: 35.479825, Lng: -99.074503), Route carried "on" structure: Interstate 40, Year Built: 1958, Year Reconstructed: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 19,100 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,560 (year 2040), Design Load: HS 20, Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $917,000, Total Project Cost: $1,556,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 14065, Location: 5.8 MI NE WASHITA C/L (Lat: 35.479800, Lng: -99.046169), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,400 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.252, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $769,000, Total Project Cost: $1,305,000 ( Estimate for 2015)
Structure Number: 14065, Location: 5.8 MI NE WASHITA C/L (Lat: 35.479800, Lng: -99.046169), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,400 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.252, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $769,000, Total Project Cost: $1,305,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 14101, Location: 5.5 MI NE WASHITA C/L (Lat: 35.480158, Lng: -99.051222), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 14,880 (year 2040), Design Load: HS 20, Features Intersected: HAGGARD ROAD UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $2,364,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14101, Location: 5.5 MI NE WASHITA C/L (Lat: 35.480158, Lng: -99.051222), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 14,880 (year 2040), Design Load: HS 20, Features Intersected: HAGGARD ROAD UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $2,364,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 14102, Location: 5.5 MI NE WASHITA C/L (Lat: 35.479861, Lng: -99.051222), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 9,550 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,280 (year 2040), Design Load: HS 20, Features Intersected: HAGGARD ROAD UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $2,364,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14102, Location: 5.5 MI NE WASHITA C/L (Lat: 35.479861, Lng: -99.051222), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 9,550 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,280 (year 2040), Design Load: HS 20, Features Intersected: HAGGARD ROAD UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $2,364,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 14293, Location: 7.2 MI NE WASHITA C/L (Lat: 35.481378, Lng: -99.021194), Route carried "on" structure: Interstate 40, Year Built: 1959, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 19,100 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.537, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $531,000, Total Project Cost: $901,000 ( Estimate for 2015)
Structure Number: 14293, Location: 7.2 MI NE WASHITA C/L (Lat: 35.481378, Lng: -99.021194), Route carried "on" structure: Interstate 40, Year Built: 1959, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 19,100 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.537, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $531,000, Total Project Cost: $901,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 14404, Location: 2.0 MI E JCT U.S. 183 (Lat: 35.515169, Lng: -98.930597), Route carried "on" structure: Business State highway 40B, Year Built: 1959, Year Reconstructed: 2010, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,520 (year 2040), Design Load: H 20, Features Intersected: TURTLE CREEK, Facility Carried by Structure: I-40 BUS. EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.758, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $963,000, Roadway Improvement Cost: $1,588,000, Total Project Cost: $2,695,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14404, Location: 2.0 MI E JCT U.S. 183 (Lat: 35.515169, Lng: -98.930597), Route carried "on" structure: Business State highway 40B, Year Built: 1959, Year Reconstructed: 2010, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,520 (year 2040), Design Load: H 20, Features Intersected: TURTLE CREEK, Facility Carried by Structure: I-40 BUS. EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.758, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $963,000, Roadway Improvement Cost: $1,588,000, Total Project Cost: $2,695,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14432, Location: 7.0 MI NE WASHITA C/L (Lat: 35.480278, Lng: -99.025000), Route carried "on" structure: County highway N2231, Year Built: 1959, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 280 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: PARKERSBURG RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.183, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14432, Location: 7.0 MI NE WASHITA C/L (Lat: 35.480278, Lng: -99.025000), Route carried "on" structure: County highway N2231, Year Built: 1959, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 280 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: PARKERSBURG RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.183, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 14448, Location: 9.0 MI NE WASHITA C/L (Lat: 35.495556, Lng: -98.993889), Route carried "on" structure: County highway 3021, Year Built: 1959, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: SOUTH 28TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.497, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14448, Location: 9.0 MI NE WASHITA C/L (Lat: 35.495556, Lng: -98.993889), Route carried "on" structure: County highway 3021, Year Built: 1959, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: SOUTH 28TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.497, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 14455, Location: EB OFF-RAMP CLINTON KMART (Lat: 35.497222, Lng: -98.985278), Route carried "on" structure: Business State highway 40B, Year Built: 1959, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: I-40 BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.42m (24.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $952,000, Roadway Improvement Cost: $1,571,000, Total Project Cost: $2,665,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 14455, Location: EB OFF-RAMP CLINTON KMART (Lat: 35.497222, Lng: -98.985278), Route carried "on" structure: Business State highway 40B, Year Built: 1959, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: I-40 BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.42m (24.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $952,000, Roadway Improvement Cost: $1,571,000, Total Project Cost: $2,665,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 14477, Location: 9.2 MI NE WASHITA C/L (Lat: 35.496511, Lng: -98.990969), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 9,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 14,800 (year 2040), Design Load: HS 20, Features Intersected: FMRC RR & RED WHEAT DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 23.797, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,133,000, Roadway Improvement Cost: $3,519,000, Total Project Cost: $5,972,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14477, Location: 9.2 MI NE WASHITA C/L (Lat: 35.496511, Lng: -98.990969), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 9,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 14,800 (year 2040), Design Load: HS 20, Features Intersected: FMRC RR & RED WHEAT DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 23.797, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,133,000, Roadway Improvement Cost: $3,519,000, Total Project Cost: $5,972,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14478, Location: 9.2 MI NE WASHITA C/L (Lat: 35.496153, Lng: -98.991017), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 9,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 15,280 (year 2040), Design Load: HS 20, Features Intersected: FMRC RR & RED WHEAT DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.797, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,133,000, Roadway Improvement Cost: $3,519,000, Total Project Cost: $5,972,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14478, Location: 9.2 MI NE WASHITA C/L (Lat: 35.496153, Lng: -98.991017), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 9,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 15,280 (year 2040), Design Load: HS 20, Features Intersected: FMRC RR & RED WHEAT DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.797, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,133,000, Roadway Improvement Cost: $3,519,000, Total Project Cost: $5,972,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 15016, Location: CLINTON &183 1N 2.5W (Lat: 35.539308, Lng: -99.010208), Route carried "on" structure: County highway E1020, Year Built: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: BARNITZ CREEK
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), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $133,000, Total Project Cost: $386,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15016, Location: CLINTON &183 1N 2.5W (Lat: 35.539308, Lng: -99.010208), Route carried "on" structure: County highway E1020, Year Built: 1960, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: BARNITZ CREEK
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), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $133,000, Total Project Cost: $386,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 15027, Location: 3.7 MI E JCT I-40 BUS (Lat: 35.517008, Lng: -98.846064), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 36,800 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $803,000, Roadway Improvement Cost: $1,325,000, Total Project Cost: $2,248,000 ( Estimate for 2015)
Structure Number: 15027, Location: 3.7 MI E JCT I-40 BUS (Lat: 35.517008, Lng: -98.846064), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 36,800 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $803,000, Roadway Improvement Cost: $1,325,000, Total Project Cost: $2,248,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 15139, Location: 0.7 MI E JCT I-40 BUS (Lat: 35.515833, Lng: -98.905833), Route carried "on" structure: County highway N2300, Year Built: 1960, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: TRAVIS DAIRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15139, Location: 0.7 MI E JCT I-40 BUS (Lat: 35.515833, Lng: -98.905833), Route carried "on" structure: County highway N2300, Year Built: 1960, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: TRAVIS DAIRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 15143, Location: 4.3 MI E JCT I-40 BUS (Lat: 35.520000, Lng: -98.834722), Route carried "on" structure: County highway N2330, Year Built: 1960, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 101 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: NS 233 CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15143, Location: 4.3 MI E JCT I-40 BUS (Lat: 35.520000, Lng: -98.834722), Route carried "on" structure: County highway N2330, Year Built: 1960, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 101 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: NS 233 CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 15162, Location: 2.3 MI E JCT I-40 BUS. (Lat: 35.515833, Lng: -98.870278), Route carried "on" structure: County highway 2003, Year Built: 1960, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,680 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: CUSTER CITY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15162, Location: 2.3 MI E JCT I-40 BUS. (Lat: 35.515833, Lng: -98.870278), Route carried "on" structure: County highway 2003, Year Built: 1960, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,680 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: CUSTER CITY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17344, Location: 4.8 MI E JCT S.H. 44 (Lat: 35.508672, Lng: -99.090536), Route carried "on" structure: State highway 73, Year Built: 1968, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.38m (34.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $1,364,000, Total Project Cost: $2,314,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17344, Location: 4.8 MI E JCT S.H. 44 (Lat: 35.508672, Lng: -99.090536), Route carried "on" structure: State highway 73, Year Built: 1968, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.38m (34.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $1,364,000, Total Project Cost: $2,314,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17389, Location: 0.8 MI E JCT I-40 BUS. (Lat: 35.499947, Lng: -98.970794), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 30,240 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.670, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 17389, Location: 0.8 MI E JCT I-40 BUS. (Lat: 35.499947, Lng: -98.970794), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 30,240 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.670, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 17391, Location: 0.7 MI E JCT U.S. 183 (Lat: 35.499833, Lng: -98.951764), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 31,840 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.424, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $407,000, Total Project Cost: $691,000 ( Estimate for 2015)
Structure Number: 17391, Location: 0.7 MI E JCT U.S. 183 (Lat: 35.499833, Lng: -98.951764), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 31,840 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.424, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $407,000, Total Project Cost: $691,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 17493, Location: 0.3 MI E JCT U.S. 183 (Lat: 35.500000, Lng: -98.958611), Route carried "on" structure: County highway N2270, Year Built: 1969, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 200 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: GLENN SMITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.778, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $995,000, Total Project Cost: $1,689,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17493, Location: 0.3 MI E JCT U.S. 183 (Lat: 35.500000, Lng: -98.958611), Route carried "on" structure: County highway N2270, Year Built: 1969, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 200 (year 2040), Design Load: H 20, Features Intersected: I-40 UNDER, Facility Carried by Structure: GLENN SMITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.778, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $995,000, Total Project Cost: $1,689,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 17504, Location: SOUTH EDGE CLINTON (Lat: 35.500278, Lng: -98.964722), Route carried "on" structure: US 183, Year Built: 1969, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,760 (year 2040), Design Load: HS 20, Features Intersected: I-40 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.134, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $2,586,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Bituminous
Structure Number: 17504, Location: SOUTH EDGE CLINTON (Lat: 35.500278, Lng: -98.964722), Route carried "on" structure: US 183, Year Built: 1969, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,760 (year 2040), Design Load: HS 20, Features Intersected: I-40 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.134, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $2,586,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Bituminous
Find on map >> Show street view
Structure Number: 17505, Location: SOUTH EDGE CLINTON (Lat: 35.500278, Lng: -98.964722), Route carried "on" structure: US 183, Year Built: 1969, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,920 (year 2040), Design Load: HS 20, Features Intersected: I-40 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.134, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $2,586,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Bituminous
Structure Number: 17505, Location: SOUTH EDGE CLINTON (Lat: 35.500278, Lng: -98.964722), Route carried "on" structure: US 183, Year Built: 1969, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,920 (year 2040), Design Load: HS 20, Features Intersected: I-40 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.134, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $2,586,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Bituminous
Find on map >> Show street view
Structure Number: 17512, Location: 2.8 MI E JCT U.S. 183 (Lat: 35.513675, Lng: -98.918872), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 9,950 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,920 (year 2040), Design Load: HS 20, Features Intersected: I-40 BUS. EB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $1,876,000, Total Project Cost: $3,184,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
Structure Number: 17512, Location: 2.8 MI E JCT U.S. 183 (Lat: 35.513675, Lng: -98.918872), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 9,950 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,920 (year 2040), Design Load: HS 20, Features Intersected: I-40 BUS. EB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $1,876,000, Total Project Cost: $3,184,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
Find on map >> Show street view
Structure Number: 17524, Location: 2.5 MI E JCT U.S. 183 (Lat: 35.511389, Lng: -98.923611), Route carried "on" structure: County highway N2298, Year Built: 1969, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 240 (year 2040), Design Load: H 15, Features Intersected: I-40 UNDER, Facility Carried by Structure: TURTLE CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.303, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.70m (31.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $1,286,000, Total Project Cost: $2,183,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17524, Location: 2.5 MI E JCT U.S. 183 (Lat: 35.511389, Lng: -98.923611), Route carried "on" structure: County highway N2298, Year Built: 1969, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 240 (year 2040), Design Load: H 15, Features Intersected: I-40 UNDER, Facility Carried by Structure: TURTLE CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.303, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.70m (31.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $1,286,000, Total Project Cost: $2,183,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 17528, Location: 2.8 MI E JCT U.S. 183 (Lat: 35.513778, Lng: -98.919431), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,750 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,600 (year 2040), Design Load: HS 20, Features Intersected: I-40 BUS. EB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $1,876,000, Total Project Cost: $3,184,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
Structure Number: 17528, Location: 2.8 MI E JCT U.S. 183 (Lat: 35.513778, Lng: -98.919431), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,750 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,600 (year 2040), Design Load: HS 20, Features Intersected: I-40 BUS. EB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.802, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $1,876,000, Total Project Cost: $3,184,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
Find on map >> Show street view
Structure Number: 1758, Location: 9.0 MI E JCT S.H. 44 (Lat: 35.508594, Lng: -99.016464), Route carried "on" structure: State highway 73, Year Built: 1969, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $914,000, Roadway Improvement Cost: $1,508,000, Total Project Cost: $2,560,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1758, Location: 9.0 MI E JCT S.H. 44 (Lat: 35.508594, Lng: -99.016464), Route carried "on" structure: State highway 73, Year Built: 1969, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $914,000, Roadway Improvement Cost: $1,508,000, Total Project Cost: $2,560,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17581, Location: SOUTH EDGE CLINTON (Lat: 35.498833, Lng: -98.977194), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 9,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 15,120 (year 2040), Design Load: HS 20, Features Intersected: GNBC R.R. & NEPTUNE DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.894, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,694,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $8,657,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous
Structure Number: 17581, Location: SOUTH EDGE CLINTON (Lat: 35.498833, Lng: -98.977194), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 9,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 15,120 (year 2040), Design Load: HS 20, Features Intersected: GNBC R.R. & NEPTUNE DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.894, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,694,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $8,657,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous
Find on map >> Show street view
Structure Number: 17582, Location: SOUTH EDGE CLINTON (Lat: 35.499192, Lng: -98.976917), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 9,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 14,800 (year 2040), Design Load: HS 20, Features Intersected: GNBC R.R. & NEPTUNE DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.090, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,694,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $8,657,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous
Structure Number: 17582, Location: SOUTH EDGE CLINTON (Lat: 35.499192, Lng: -98.976917), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 9,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 14,800 (year 2040), Design Load: HS 20, Features Intersected: GNBC R.R. & NEPTUNE DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.090, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,694,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $8,657,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous
Find on map >> Show street view
Structure Number: 17597, Location: 1.3 MI E JCT US 183 (Lat: 35.502431, Lng: -98.943019), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 9,950 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,920 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIV.& CO. RD UND
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 31.022, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.38m (60.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,346,000, Roadway Improvement Cost: $3,871,000, Total Project Cost: $6,568,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17597, Location: 1.3 MI E JCT US 183 (Lat: 35.502431, Lng: -98.943019), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 9,950 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 15,920 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIV.& CO. RD UND
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 31.022, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.38m (60.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,346,000, Roadway Improvement Cost: $3,871,000, Total Project Cost: $6,568,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1973, Location: 1.7 MI N JCT I-40 BUS. (Lat: 35.536683, Lng: -98.967028), Route carried "on" structure: US 183, Year Built: 1980, Year Reconstructed: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 8,640 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.5 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 1973, Location: 1.7 MI N JCT I-40 BUS. (Lat: 35.536683, Lng: -98.967028), Route carried "on" structure: US 183, Year Built: 1980, Year Reconstructed: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 8,640 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.5 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 20281, Location: 1.4 MI N SH 73 (Lat: 35.528586, Lng: -98.993778), Route carried "on" structure: County highway 2022, Year Built: 1982, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 48.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $201,000, Total Project Cost: $585,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20281, Location: 1.4 MI N SH 73 (Lat: 35.528586, Lng: -98.993778), Route carried "on" structure: County highway 2022, Year Built: 1982, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: WASHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 48.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $201,000, Total Project Cost: $585,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous