Bridge Statistics for Wellston, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 220ft / 67.5mTotal length
- $18,804,000Total costs
- 103,631Total average daily traffic
- 33,949Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wellston
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 61950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 42000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 13.3%Excellent
- 6.7%Very good
- 53.3%Good
- 6.7%Satisfactory
- 13.3%Fair
- 6.7%Failed
- Bridge Condition - Superstructure
- 6.7%Excellent
- 26.7%Very good
- 40.0%Good
- 6.7%Satisfactory
- 13.3%Fair
- 6.7%Failed
- Bridge Condition - Substructure
- 26.7%Very good
- 40.0%Good
- 6.7%Satisfactory
- 20.0%Fair
- 6.7%Failed
- Bridge Condition - Channel
- 8.3%Excellent
- 41.7%Very good
- 41.7%Satisfactory
- 8.3%Fair
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Structure Number: 4199, Location: 1W 1S .3W OF US177/SH66 (Lat: 35.666503, Lng: -97.040675), Route carried "on" structure: County highway E0930, Year Built: 1934, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, 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: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.67m (15.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $66,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4199, Location: 1W 1S .3W OF US177/SH66 (Lat: 35.666503, Lng: -97.040675), Route carried "on" structure: County highway E0930, Year Built: 1934, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, 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: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.67m (15.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $66,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4385, Location: 2W 3.2S OF US177 & SH66 (Lat: 35.635753, Lng: -97.052703), Route carried "on" structure: County highway N3340, Year Built: 1935, Status: Temporarily open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.28m (10.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $92,000, Total Project Cost: $265,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4385, Location: 2W 3.2S OF US177 & SH66 (Lat: 35.635753, Lng: -97.052703), Route carried "on" structure: County highway N3340, Year Built: 1935, Status: Temporarily open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.28m (10.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $92,000, Total Project Cost: $265,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1284, Location: 5.6 MI E OKLA. C/L (Lat: 35.680933, Lng: -97.047828), Route carried "on" structure: Interstate 44, Year Built: 1952, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 13,250 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 21,200 (year 2040), Design Load: H 20, Features Intersected: S.H. 66 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.500, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $738,000, Total Project Cost: $1,413,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1284, Location: 5.6 MI E OKLA. C/L (Lat: 35.680933, Lng: -97.047828), Route carried "on" structure: Interstate 44, Year Built: 1952, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 13,250 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 21,200 (year 2040), Design Load: H 20, Features Intersected: S.H. 66 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.500, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $738,000, Total Project Cost: $1,413,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13068, Location: 20.7 MI N E JCT I-35 (Lat: 35.673958, Lng: -97.070403), Route carried "on" structure: County highway N3330, Year Built: 1953, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Design Load: H 15, Features Intersected: TURNER TP (I-44) UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $806,000, Total Project Cost: $1,541,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13068, Location: 20.7 MI N E JCT I-35 (Lat: 35.673958, Lng: -97.070403), Route carried "on" structure: County highway N3330, Year Built: 1953, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Design Load: H 15, Features Intersected: TURNER TP (I-44) UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $806,000, Total Project Cost: $1,541,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13108, Location: 19.4 MI N E JCT I-35 (Lat: 35.667003, Lng: -97.091669), Route carried "on" structure: Interstate 44, Year Built: 1953, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 39,840 (year 2040), Design Load: HS 20, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.768, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, 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: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.23m (33.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $1,917,000, Total Project Cost: $3,641,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13108, Location: 19.4 MI N E JCT I-35 (Lat: 35.667003, Lng: -97.091669), Route carried "on" structure: Interstate 44, Year Built: 1953, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 39,840 (year 2040), Design Load: HS 20, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.768, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, 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: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.23m (33.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $1,917,000, Total Project Cost: $3,641,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14846, Location: 2N 2.5W OF SH66 & US177 (Lat: 35.710061, Lng: -97.061272), Route carried "on" structure: County highway E0900, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (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: 8.2m (26.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $94,000, Total Project Cost: $270,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14846, Location: 2N 2.5W OF SH66 & US177 (Lat: 35.710061, Lng: -97.061272), Route carried "on" structure: County highway E0900, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (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: 8.2m (26.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $94,000, Total Project Cost: $270,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16895, Location: 3 N 4.8 W OF ROSS (Lat: 35.637242, Lng: -97.085739), Route carried "on" structure: County highway 4132C, Year Built: 1967, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 600 (year 2040), Features Intersected: EAST CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $116,000, Total Project Cost: $335,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16895, Location: 3 N 4.8 W OF ROSS (Lat: 35.637242, Lng: -97.085739), Route carried "on" structure: County highway 4132C, Year Built: 1967, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 600 (year 2040), Features Intersected: EAST CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $116,000, Total Project Cost: $335,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19616, Location: 12.5 MI N JCT US 62 (Lat: 35.672303, Lng: -97.088175), Route carried "on" structure: State highway 102, Year Built: 1979, Year Reconstructed: 2018, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 830 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,328 (year 2040), Design Load: HS 20, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.58m (28.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $1,158,000, Total Project Cost: $1,965,000 ( 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: 19616, Location: 12.5 MI N JCT US 62 (Lat: 35.672303, Lng: -97.088175), Route carried "on" structure: State highway 102, Year Built: 1979, Year Reconstructed: 2018, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 830 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,328 (year 2040), Design Load: HS 20, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.58m (28.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $1,158,000, Total Project Cost: $1,965,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22069, Location: .1 N .5 W OF WELLSTON (Lat: 35.696608, Lng: -97.069561), Route carried "on" structure: County highway 4132, Year Built: 1988, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: DEEP FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.84m (32.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $276,000, Total Project Cost: $784,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22069, Location: .1 N .5 W OF WELLSTON (Lat: 35.696608, Lng: -97.069561), Route carried "on" structure: County highway 4132, Year Built: 1988, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: DEEP FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.84m (32.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $276,000, Total Project Cost: $784,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26639, Location: 3.7E OF OKLAHOMA CL (Lat: 35.680989, Lng: -97.080083), Route carried "on" structure: State highway 66, Year Built: 2001, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,640 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.985, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.38m (34.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $1,363,000, 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: 26639, Location: 3.7E OF OKLAHOMA CL (Lat: 35.680989, Lng: -97.080083), Route carried "on" structure: State highway 66, Year Built: 2001, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,640 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.985, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.38m (34.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $1,363,000, 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
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Structure Number: 27748, Location: 1.2NE OF JCT SH66 (Lat: 35.690714, Lng: -97.076281), Route carried "on" structure: Business State highway 66B, Year Built: 2005, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 580 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 928 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK O'FLOW, Facility Carried by Structure: S.H. 66 BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.288, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $975,000, Total Project Cost: $1,655,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27748, Location: 1.2NE OF JCT SH66 (Lat: 35.690714, Lng: -97.076281), Route carried "on" structure: Business State highway 66B, Year Built: 2005, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 580 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 928 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK O'FLOW, Facility Carried by Structure: S.H. 66 BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.288, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $975,000, Total Project Cost: $1,655,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28271, Location: 12.2N JCT U.S. 62 (Lat: 35.667992, Lng: -97.088211), Route carried "on" structure: State highway 102, Year Built: 2008, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 830 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,328 (year 2040), Design Load: HS 20, Features Intersected: TURNER TP (I-44) UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.468, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.9m (114.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.48m (24.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,372,000, Roadway Improvement Cost: $2,263,000, Total Project Cost: $3,841,000 ( 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: 28271, Location: 12.2N JCT U.S. 62 (Lat: 35.667992, Lng: -97.088211), Route carried "on" structure: State highway 102, Year Built: 2008, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 830 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,328 (year 2040), Design Load: HS 20, Features Intersected: TURNER TP (I-44) UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.468, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.9m (114.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.48m (24.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,372,000, Roadway Improvement Cost: $2,263,000, Total Project Cost: $3,841,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28454, Location: 1W .7S OF U.S.177/S.H.66 (Lat: 35.670000, Lng: -97.034722), Route carried "on" structure: County highway N3350, Year Built: 2010, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 60.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.19m (10.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $111,000, Total Project Cost: $555,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28454, Location: 1W .7S OF U.S.177/S.H.66 (Lat: 35.670000, Lng: -97.034722), Route carried "on" structure: County highway N3350, Year Built: 2010, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 60.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.19m (10.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $111,000, Total Project Cost: $555,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31259, Location: 3 S .1 W OF SH 102/SH 66 (Lat: 35.637500, Lng: -97.090278), Route carried "on" structure: County highway E0950, Year Built: 2014, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31259, Location: 3 S .1 W OF SH 102/SH 66 (Lat: 35.637500, Lng: -97.090278), Route carried "on" structure: County highway E0950, Year Built: 2014, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32337, Location: 1.5 MI. N-E JCT SH 66 (Lat: 35.693067, Lng: -97.071644), Route carried "on" structure: Business State highway 66B, Year Built: 2021, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,206 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: S.H. 66 BUS.
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 4.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32337, Location: 1.5 MI. N-E JCT SH 66 (Lat: 35.693067, Lng: -97.071644), Route carried "on" structure: Business State highway 66B, Year Built: 2021, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,206 (year 2040), Design Load: HL 93, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: S.H. 66 BUS.
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 4.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1284, Location: 5.6 MI E OKLA. C/L (Lat: 35.680933, Lng: -97.047828), Route carried "under" structure: State highway 66, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Features Intersected: S.H. 66 UNDER, Facility Carried by Structure: TURNER TP (I-44)
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 8.866, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 1284, Location: 5.6 MI E OKLA. C/L (Lat: 35.680933, Lng: -97.047828), Route carried "under" structure: State highway 66, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Features Intersected: S.H. 66 UNDER, Facility Carried by Structure: TURNER TP (I-44)
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 8.866, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 12841, Location: 5.6 MI E OKLA. C/L (Lat: 35.680933, Lng: -97.047167), Route carried "under" structure: State highway 66, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Features Intersected: S.H. 66 UNDER, Facility Carried by Structure: TURNER TP (I-44)
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 8.914, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 12841, Location: 5.6 MI E OKLA. C/L (Lat: 35.680933, Lng: -97.047167), Route carried "under" structure: State highway 66, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Features Intersected: S.H. 66 UNDER, Facility Carried by Structure: TURNER TP (I-44)
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 8.914, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 13068, Location: 20.7 MI N E JCT I-35 (Lat: 35.673958, Lng: -97.070403), Route carried "under" structure: Interstate 44, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 36%, Features Intersected: TURNER TP (I-44) UNDER, Facility Carried by Structure: CO. RD. N3330
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 6.919, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 13068, Location: 20.7 MI N E JCT I-35 (Lat: 35.673958, Lng: -97.070403), Route carried "under" structure: Interstate 44, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 36%, Features Intersected: TURNER TP (I-44) UNDER, Facility Carried by Structure: CO. RD. N3330
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 6.919, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 28271, Location: 12.2N JCT U.S. 62 (Lat: 35.667992, Lng: -97.088211), Route carried "under" structure: Interstate 44, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 36%, Features Intersected: TURNER TP (I-44) UNDER, Facility Carried by Structure: S.H. 102
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 5.148, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.9m (114.5ft)
Structure Number: 28271, Location: 12.2N JCT U.S. 62 (Lat: 35.667992, Lng: -97.088211), Route carried "under" structure: Interstate 44, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 36%, Features Intersected: TURNER TP (I-44) UNDER, Facility Carried by Structure: S.H. 102
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 5.148, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.9m (114.5ft)