Bridge Statistics for Fulton, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1598,  Location: 2.0 M E OF JCT I-30 (Lat: 33.616847,  Lng: -93.759628),  Route carried "on" structure: US 67,  Year Built: 1930,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,496 (year 2028),  Design Load: H 15,  Features Intersected: BRIDGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.327,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Roadway Improvement Cost: $125,000,  Total Project Cost: $351,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3543,  Location: 3.29 MI SE OF LOGAN CO (Lat: 35.258139,  Lng: -93.229028),  Route carried "on" structure: State highway 22,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,261 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,848 (year 2028),  Design Load: HS 20,  Features Intersected: Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.279,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3634,  Location: 7.15 MI NW JCT SH 115 (Lat: 36.393428,  Lng: -91.007939),  Route carried "on" structure: State highway 251,  Year Built: 1964,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 970 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,391 (year 2028),  Design Load: H 15,  Features Intersected: TENNESSEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.507,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3795,  Location: 0.22MI.S OF JT US67&CR112 (Lat: 33.573631,  Lng: -93.847650),  Route carried "on" structure: County highway 112,  Year Built: 1965,  Status: Open,  Structure Length: 7.14m (23.43ft),  Average Daily Traffic: 8 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 34 (year 2007),  Design Load: H 15,  Features Intersected: I 30-SEC 11L.M. 13.86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3855,  Location: 2.75 MI NW HEMPSTEAD CO L (Lat: 33.572925,  Lng: -93.848100),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 33 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2028),  Design Load: H 15,  Features Intersected: GILLESPIE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3863,  Location: 0.8 MI NE MILLER CO LINE (Lat: 33.610300,  Lng: -93.799289),  Route carried "on" structure: County highway 1,  Year Built: 1967,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 160 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 109 (year 2018),  Design Load: HS 20,  Features Intersected: I-30 SEC 12 LM 17.79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Roadway Improvement Cost: $130,000,  Total Project Cost: $561,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3865,  Location: JCT I-30 & CO.RD 49 (Lat: 33.623350,  Lng: -93.767181),  Route carried "on" structure: County highway 49,  Year Built: 1967,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 48 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 59 (year 2007),  Design Load: H 15,  Features Intersected: I 30-SEC 12-L.M. 19.95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.377,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3868,  Location: 3.5 MI NE MILLER CO L (Lat: 33.625089,  Lng: -93.761889),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1967,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 28 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2027),  Design Load: H 15,  Features Intersected: BRIDGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Roadway Improvement Cost: $533,000,  Total Project Cost: $1,321,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4503,  Location: 1.59 Miles East Of Sh 17 (Lat: 35.061539,  Lng: -91.201861),  Route carried "on" structure: County highway 680,  Year Built: 1985,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 154 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 249 (year 2007),  Design Load: H 20,  Features Intersected: Bayou Deview
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4504,  Location: 3 M N Scotland (Lat: 35.570750,  Lng: -92.621139),  Route carried "on" structure: County highway 9,  Year Built: 1984,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 510 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 51 (year 2007),  Design Load: H 20,  Features Intersected: S Fk of Little Red River,  Facility Carried by Structure: Lo Gap Rd - E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.553,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4505,  Location: 0.30 mi. W of Caddo gap (Lat: 34.396417,  Lng: -93.622553),  Route carried "on" structure: County highway 8,  Year Built: 1984,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 47 (year 2007),  Design Load: H 20,  Features Intersected: Caddo River,  Facility Carried by Structure: Manfred Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.464,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5375,  Location: 9.95 MI E MONTGOMERY CO (Lat: 34.685350,  Lng: -93.238511),  Route carried "on" structure: State highway 298,  Year Built: 1971,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 691 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,840 (year 2028),  Design Load: H 20,  Features Intersected: KNOB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.010,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5376,  Location: 11.42 MI E MONTGOMERY CO (Lat: 34.692761,  Lng: -93.216389),  Route carried "on" structure: State highway 298,  Year Built: 1971,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 691 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,840 (year 2028),  Design Load: H 20,  Features Intersected: BLOCKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5823,  Location: .2 W JCT SH 355 (Lat: 33.606561,  Lng: -93.816619),  Route carried "on" structure: US 67,  Year Built: 1982,  Status: Open,  Structure Length: 40.29m (132.19ft),  Average Daily Traffic: 4,300 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,140 (year 2028),  Design Load: HS 20,  Features Intersected: RED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6141,  Location: 1.28 Mi E ClevelandCo-Rye (Lat: 33.728019,  Lng: -91.955131),  Route carried "on" structure: State highway 35,  Year Built: 1986,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,246 (year 2028),  Design Load: HS 20,  Features Intersected: Hudgins Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6751,  Location: 1.9 MI.W. OF JCT. SH. 355 (Lat: 33.589681,  Lng: -93.840881),  Route carried "on" structure: US 67,  Year Built: 2000,  Status: Open,  Structure Length: 51.97m (170.51ft),  Average Daily Traffic: 4,300 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,140 (year 2028),  Design Load: HS 20,  Features Intersected: SWAN CR.,UPRR,CR 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.731,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 24,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 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: 7134,  Location: 0.50 MI NE OF FULTON (Lat: 33.620206,  Lng: -93.805667),  Route carried "on" structure: State highway 195,  Year Built: 2010,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 330 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 400 (year 2028),  Design Load: HL 93,  Features Intersected: UNION PACIFIC RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete 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: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 7335,  Location: 10.4 MI NE JCT SH 108 (Lat: 33.605297,  Lng: -93.815578),  Route carried "on" structure: Interstate 30,  Year Built: 2017,  Status: Open,  Structure Length: 39.72m (130.31ft),  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 50%,  Average Future Daily Traffic: 40,670 (year 2035),  Design Load: HL 93,  Features Intersected: Red River- Miller Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.014,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 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: 7336,  Location: 0.2 MI NE MILLER CO LINE (Lat: 33.606731,  Lng: -93.810531),  Route carried "on" structure: Interstate 30,  Year Built: 2017,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 5 (year 2018),  Truck Traffic: 50%,  Average Future Daily Traffic: 40,670 (year 2035),  Design Load: HL 93,  Features Intersected: CR 176/River Rd
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 27.520,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 21491,  Location: 3.2 E JCT S H 195 (Lat: 33.626839,  Lng: -93.759167),  Route carried "on" structure: County highway 49,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 11 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 59 (year 2007),  Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.343,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Orthotropic,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: A3797,  Location: 3.09 MI S HEMPSTEAD CO (Lat: 33.573139,  Lng: -93.848650),  Route carried "on" structure: Interstate 30,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 47%,  Average Future Daily Traffic: 20,000 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: GILLESPIE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A3864,  Location: JCT OF I-30 & US 67 (Lat: 33.616069,  Lng: -93.793600),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 46%,  Average Future Daily Traffic: 18,750 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US 67, CO RD 49 UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.467,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Total Project Cost: $919,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: A3866,  Location: 1.97 MI NE OF JCT US 67 (Lat: 33.624708,  Lng: -93.761917),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 46%,  Average Future Daily Traffic: 18,750 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRIDGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Total Project Cost: $161,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: A3867,  Location: 2.14 MI E OF JCT US 67 (Lat: 33.625139,  Lng: -93.759119),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 46%,  Average Future Daily Traffic: 18,750 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Total Project Cost: $161,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A3971,  Location: 1.8 MI SW HEMPSTEAD CO LN (Lat: 33.588811,  Lng: -93.836831),  Route carried "on" structure: Interstate 30,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 47%,  Average Future Daily Traffic: 20,000 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CO RD 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.285,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Total Project Cost: $171,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B3797,  Location: 3.08 MI SW HEMPSTEAD COLN (Lat: 33.573028,  Lng: -93.848397),  Route carried "on" structure: Interstate 30,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 47%,  Average Future Daily Traffic: 41,600 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GILLESPIE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B3864,  Location: JCT OF I-30 AND U S 67 (Lat: 33.616078,  Lng: -93.793236),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 46%,  Average Future Daily Traffic: 18,750 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US 67, C.R. 49 & R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.451,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: B3866,  Location: 1.97 MI NE OF US 67 (Lat: 33.624319,  Lng: -93.761839),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 46%,  Average Future Daily Traffic: 18,750 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRIDGE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B3867,  Location: 2.14 MI E OF JCT US 67 (Lat: 33.624739,  Lng: -93.759031),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 46%,  Average Future Daily Traffic: 18,750 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B3971,  Location: 0.8 MI SO OF HEMPSTEAD CO (Lat: 33.588650,  Lng: -93.836631),  Route carried "on" structure: Interstate 30,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 47%,  Average Future Daily Traffic: 41,600 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CO RD 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.285,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M1215,  Location: 2.76 MI NE MILLER CO LI (Lat: 33.616489,  Lng: -93.769111),  Route carried "on" structure: US 67,  Year Built: 1930,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,496 (year 2028),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.442,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: M2288,  Location: 2.5 MI NE SH 355 (Lat: 33.640631,  Lng: -93.788947),  Route carried "on" structure: State highway 195,  Year Built: 1967,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 330 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 412 (year 2028),  Design Load: H 15,  Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.830,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Total Project Cost: $109,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: X0028,  Location: 0.4 MI E MILLER CO LINE (Lat: 33.608056,  Lng: -93.805833),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 50%,  Average Future Daily Traffic: 40,670 (year 2035),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.986,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: X1047,  Location: 0.4 MI. W.OF HEMP.CO.LINE (Lat: 33.604200,  Lng: -93.820631),  Route carried "on" structure: US 67,  Year Built: 2001,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,300 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,140 (year 2028),  Design Load: H 20,  Features Intersected: Drainage
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1959,  Location: .3 MI S SH 195 (Lat: 33.613156,  Lng: -93.812475),  Route carried "under" structure: State highway 355,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 355- 02- 11.54,  Facility Carried by Structure: UNION PACIFIC R/R
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 18.572,  Length of Maximum Span: 0.0m

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Structure Number: 3795,  Location: 0.22MI.S OF JT US67&CR112 (Lat: 33.573631,  Lng: -93.847650),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 30-SEC 11L.M. 13.86,  Facility Carried by Structure: CO RD 112
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 22.306,  Length of Maximum Span: 0.0m

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Structure Number: 3795,  Location: 0.22MI.S OF JT US67&CR112 (Lat: 33.573631,  Lng: -93.847650),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 30-SEC 11L.M. 13.86,  Facility Carried by Structure: CO RD 112
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 22.306,  Length of Maximum Span: 0.0m

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Structure Number: 3863,  Location: 0.8 MI NE MILLER CO LINE (Lat: 33.610300,  Lng: -93.799289),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: I-30 SEC 12 LM17.79,  Facility Carried by Structure: C.R. 1 ZONE -A
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 28.630,  Length of Maximum Span: 0.0m

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Structure Number: 3863,  Location: 0.8 MI NE MILLER CO LINE (Lat: 33.610300,  Lng: -93.799289),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: I-30 SEC 12 LM17.79,  Facility Carried by Structure: C.R. 1 ZONE -A
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 28.630,  Length of Maximum Span: 0.0m

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Structure Number: 3865,  Location: JCT I-30 & CO.RD 49 (Lat: 33.623350,  Lng: -93.767181),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 30-SEC 12-L.M. 19.95,  Facility Carried by Structure: CO RD 49- E- 2.72
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 32.106,  Length of Maximum Span: 0.0m

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Structure Number: 3865,  Location: JCT I-30 & CO.RD 49 (Lat: 33.623350,  Lng: -93.767181),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 30-SEC 12-L.M. 19.95,  Facility Carried by Structure: CO RD 49- E- 2.72
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 32.100,  Length of Maximum Span: 0.0m

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Structure Number: 6751,  Location: 1.9 MI.W. OF JCT. SH. 355 (Lat: 33.589681,  Lng: -93.840881),  Route carried "under" structure: County highway 111,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2007),  Truck Traffic: 1%,  Features Intersected: SWAN CR.,UPRR,CR 111,  Facility Carried by Structure: U.S67 SEC.01-16.61
Minimum Vertical Clearance: 8.68m (28.48ft),  Kilometerpoint: 0.161,  Length of Maximum Span: 0.0m

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Structure Number: 7336,  Location: 0.2 MI NE MILLER CO LINE (Lat: 33.606731,  Lng: -93.810531),  Route carried "under" structure: County highway 176,  Structure Length: 0. m,  Average Daily Traffic: 38 (year 2017),  Truck Traffic: 1%,  Features Intersected: CR 176/River Rd,  Facility Carried by Structure: I 30-SEC 12- 17.10
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.724,  Length of Maximum Span: 0.0m

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Structure Number: A3864,  Location: JCT OF I-30 & US 67 (Lat: 33.616069,  Lng: -93.793600),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67, CO RD 49 UPRR,  Facility Carried by Structure: I 30-SEC 12, WB LN
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 2.237,  Length of Maximum Span: 0.0m

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Structure Number: A3864,  Location: JCT OF I-30 & US 67 (Lat: 33.616069,  Lng: -93.793600),  Route carried "under" structure: County highway 49,  Structure Length: 0. m,  Average Daily Traffic: 47 (year 1983),  Truck Traffic: 1%,  Features Intersected: US 67, CO RD 49 UPRR,  Facility Carried by Structure: I 30-SEC 12, WB LN
Minimum Vertical Clearance: 9.23m (30.28ft),  Kilometerpoint: 1.513,  Length of Maximum Span: 0.0m

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Structure Number: A3971,  Location: 1.8 MI SW HEMPSTEAD CO LN (Lat: 33.588811,  Lng: -93.836831),  Route carried "under" structure: County highway 111,  Structure Length: 0. m,  Average Daily Traffic: 11 (year 1983),  Truck Traffic: 1%,  Features Intersected: CO RD 111,  Facility Carried by Structure: I 30-11-15.09WB LN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.354,  Length of Maximum Span: 0.0m

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Structure Number: B3864,  Location: JCT OF I-30 AND U S 67 (Lat: 33.616078,  Lng: -93.793236),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67, C.R. 49 & R/R,  Facility Carried by Structure: I 30-SEC 12, EB LN
Minimum Vertical Clearance: 7.40m (24.28ft),  Kilometerpoint: 2.253,  Length of Maximum Span: 0.0m

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Structure Number: B3864,  Location: JCT OF I-30 AND U S 67 (Lat: 33.616078,  Lng: -93.793236),  Route carried "under" structure: County highway 49,  Structure Length: 0. m,  Average Daily Traffic: 47 (year 1983),  Truck Traffic: 1%,  Features Intersected: US 67, C.R. 49 & R/R,  Facility Carried by Structure: I 30-SEC 12, EB LN
Minimum Vertical Clearance: 8.26m (27.10ft),  Kilometerpoint: 1.529,  Length of Maximum Span: 0.0m

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Structure Number: B3971,  Location: 0.8 MI SO OF HEMPSTEAD CO (Lat: 33.588650,  Lng: -93.836631),  Route carried "under" structure: County highway 111,  Structure Length: 0. m,  Average Daily Traffic: 22 (year 1983),  Truck Traffic: 1%,  Features Intersected: CO RD 111,  Facility Carried by Structure: I 30-SEC 11, EB LN
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.354,  Length of Maximum Span: 0.0m