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


  • National Bridge Inventory (NBI) Statistics
  • 49Number of bridges
  • 712ft / 217mTotal length
  • $3,754,000Total costs
  • 559,197Total average daily traffic
  • 215,427Total average daily truck traffic
  • 321,352Total future (year 2028) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Fulton
  • No street view available for this location

New bridges in Fulton, AR - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 331960-1969
  • 21970-1979
  • 51980-1989
  • 11990-1999
  • 32000-2009
  • 22010-2018
Reconstructed bridges in Fulton, AR - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 61980-1989
  • 41990-1999
Average Bridge Daily Traffic in Fulton, AR
Average Bridge Truck Traffic in Fulton, AR
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.7%Very good
  • 58.1%Good
  • 32.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.1%Very good
  • 54.8%Good
  • 19.4%Satisfactory
  • 9.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 19.4%Very good
  • 51.6%Good
  • 29.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 16.0%Very good
  • 64.0%Good
  • 20.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 66.7%Satisfactory
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Structure Number: 1598,  Location: 2.0 M E OF JCT I-30 (Lat: 33.616850,  Lng: -93.759631),  Route carried "on" structure: US 67,  Year Built: 1930,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,900 (year 2014),  Truck Traffic: 1%,  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: 5.326,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: 35.70m (117.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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: 1959,  Location: .3 MI S SH 195 (Lat: 33.613056,  Lng: -93.812222),  Route carried "under" structure: State highway 355,  Year Built: 1936,  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: 4.18m (13.71ft),  Kilometerpoint: 18.568,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.1m (3.6ft)

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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: 3,600 (year 2014),  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: 5.278,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  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,  Inspection Date: June 2016,  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: 36.393431,  Lng: -91.007939),  Route carried "on" structure: State highway 251,  Year Built: 1964,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 890 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,391 (year 2028),  Design Load: H 15,  Features Intersected: TENNESSEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.504,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  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: 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: 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: March 2017,  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: 7.13m (23.39ft),  Average Daily Traffic: 27 (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: 85.0m (278.9ft),  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: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3795,  Location: 0.22MI.S OF JT US67&CR112 (Lat: 33.573611,  Lng: -93.848056),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  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: 4.91m (16.11ft),  Kilometerpoint: 22.301,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 3795,  Location: 0.22MI.S OF JT US67&CR112 (Lat: 33.573611,  Lng: -93.848056),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  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: 4.94m (16.21ft),  Kilometerpoint: 22.301,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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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: 30 (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: 2.222,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Inspection Date: April 2017,  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: 87 (year 1998),  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: 107.0m (351.0ft),  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: Good,  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: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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: 3863,  Location: 0.8 MI NE MILLER CO LINE (Lat: 33.610556,  Lng: -93.799444),  Route carried "under" structure: Interstate 30,  Year Built: 1967,  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: 4.97m (16.31ft),  Kilometerpoint: 28.624,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 3863,  Location: 0.8 MI NE MILLER CO LINE (Lat: 33.610556,  Lng: -93.799444),  Route carried "under" structure: Interstate 30,  Year Built: 1967,  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: 0.05m (0.16ft),  Kilometerpoint: 28.624,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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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: 0.82m (2.69ft),  Average Daily Traffic: 47 (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: 4.376,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 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: 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,  Inspection Date: January 2017,  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: 33.623333,  Lng: -93.766944),  Route carried "under" structure: Interstate 30,  Year Built: 1967,  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: 0.49m (1.61ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3865,  Location: JCT I-30 & CO.RD 49 (Lat: 33.623333,  Lng: -93.766944),  Route carried "under" structure: Interstate 30,  Year Built: 1967,  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: 4.91m (16.11ft),  Kilometerpoint: 32.093,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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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: 37 (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: 32.614,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 35.40m (116.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  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: 3982,  Location: 0.2 MI NE MILLER CO LINE (Lat: 33.606772,  Lng: -93.810447),  Route carried "on" structure: Interstate 30,  Year Built: 1967,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 27,000 (year 2015),  Truck Traffic: 50%,  Average Future Daily Traffic: 20,335 (year 2035),  Design Load: HS 20,  Features Intersected: CO RD 176
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.514,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 229.0m (751.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Other Special Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3982,  Location: 0.2 MI NE MILLER CO LINE (Lat: 33.606667,  Lng: -93.810278),  Route carried "under" structure: County highway 176,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 38 (year 1983),  Truck Traffic: 1%,  Features Intersected: CO RD 176,  Facility Carried by Structure: I 30-SEC 12- 17.10
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 4503,  Location: 1.59 MI E SH 17 (Lat: 35.061547,  Lng: -91.201867),  Route carried "on" structure: County highway 60,  Year Built: 1985,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 218 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 249 (year 2007),  Design Load: H 20,  Features Intersected: DEVIEW BAYOU,,  Facility Carried by Structure: 911-680/ZA/L1.59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.558,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 37 (year 1987),  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: 11.551,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 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 desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  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: -93.622556),  Route carried "on" structure: County highway 8,  Year Built: 1984,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 36 (year 1987),  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: 8.462,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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,  Inspection Date: January 2017,  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: 34.685356,  Lng: -93.238519),  Route carried "on" structure: State highway 298,  Year Built: 1971,  Status: Open,  Structure Length: 0.32m (1.05ft),  Average Daily Traffic: 560 (year 2014),  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: 16.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  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: Good,  Superstructure: 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,  Inspection Date: December 2017,  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: 34.692764,  Lng: -93.216392),  Route carried "on" structure: State highway 298,  Year Built: 1971,  Status: Open,  Structure Length: 0.32m (1.05ft),  Average Daily Traffic: 1,400 (year 2014),  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: 18.372,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  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: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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,  Inspection Date: December 2017,  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: 3,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,140 (year 2028),  Design Load: HS 20,  Features Intersected: RED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.783,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 6.4m (21.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6141,  Location: 1.2 M SE Cleveland Co Lin (Lat: 33.728019,  Lng: -91.955133),  Route carried "on" structure: State highway 35,  Year Built: 1986,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 1,200 (year 2014),  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: 0.206,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: 1.0m (3.3ft)

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,  Inspection Date: June 2016,  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: 3,400 (year 2014),  Truck Traffic: 1%,  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: 26.725,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  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: 1.2m (3.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable 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,  Inspection Date: April 2017,  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: 6751,  Location: 1.9 MI.W. OF JCT. SH. 355 (Lat: 33.589444,  Lng: -93.840833),  Route carried "under" structure: County highway 111,  Year Built: 2000,  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: 8.69m (28.51ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 7134,  Location: 0.50 MI NE OF FULTON (Lat: 33.620208,  Lng: -93.805669),  Route carried "on" structure: State highway 195,  Year Built: 2010,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 340 (year 2014),  Truck Traffic: 12%,  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: 91.0m (298.6ft),  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: Very 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,  Inspection Date: September 2016,  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: 33.604800,  Lng: -93.815550),  Route carried "on" structure: Interstate 30,  Year Built: 2017,  Status: Open,  Structure Length: 39.72m (130.31ft),  Average Daily Traffic: 33,300 (year 2015),  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: 27.009,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  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,  Inspection Date: June 2017,  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: 47 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 59 (year 2007),  Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.342,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Orthotropic,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.4m (4.6ft),  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: 8.2 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 2017,  Critical Feature Inspection Date: May 2017,  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: 44,782 (year 2016),  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: 22.204,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  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: 1.3m (4.3ft)

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,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  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: 1.46m (4.79ft),  Average Daily Traffic: 48,374 (year 2015),  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: 29.461,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  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: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  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: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Total Project Cost: $919,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A3864,  Location: JCT OF I-30 & US 67 (Lat: 33.616111,  Lng: -93.793056),  Route carried "under" structure: US 67,  Year Built: 1967,  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: 7.35m (24.11ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: A3864,  Location: JCT OF I-30 & US 67 (Lat: 33.616111,  Lng: -93.793056),  Route carried "under" structure: County highway 49,  Year Built: 1967,  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: 9.24m (30.31ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: A3866,  Location: 1.97 MI NE OF JCT US 67 (Lat: 33.624711,  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: 48,374 (year 2015),  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: 32.614,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 25.60m (83.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Total Project Cost: $161,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 48,374 (year 2015),  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: 32.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 25.60m (83.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Total Project Cost: $161,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  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: 44,782 (year 2016),  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: 2.428,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  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: 1.3m (4.3ft)

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: 27.40m (89.90ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Other Special Inspection Date: December 2017,  Total Project Cost: $171,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A3971,  Location: 1.8 MI SW HEMPSTEAD CO LN (Lat: 33.588611,  Lng: -93.836667),  Route carried "under" structure: County highway 111,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11 (year 1983),  Truck Traffic: 1%,  Features Intersected: CO RD 111,  Facility Carried by Structure: I 30-SEC 11, WB LN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: B3797,  Location: 3.08 MI SW HEMPSTEAD COLN (Lat: 33.573031,  Lng: -93.848400),  Route carried "on" structure: Interstate 30,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 27,000 (year 2016),  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: 2.222,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  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: 13.1m (43.0ft)

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,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  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: 1.46m (4.79ft),  Average Daily Traffic: 27,000 (year 2015),  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: 29.445,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  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: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B3864,  Location: JCT OF I-30 AND U S 67 (Lat: 33.616111,  Lng: -93.793611),  Route carried "under" structure: US 67,  Year Built: 1967,  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: 7.41m (24.31ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: B3864,  Location: JCT OF I-30 AND U S 67 (Lat: 33.616111,  Lng: -93.793611),  Route carried "under" structure: County highway 49,  Year Built: 1967,  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,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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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: 26,000 (year 2015),  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: 32.614,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 26,000 (year 2015),  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: 32.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 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,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  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: 27,000 (year 2016),  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: 2.428,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  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,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B3971,  Location: 0.8 MI SO OF HEMPSTEAD CO (Lat: 33.588611,  Lng: -93.836667),  Route carried "under" structure: County highway 111,  Year Built: 1966,  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,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.1m (29.9ft)

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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: 3,900 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,496 (year 2028),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.441,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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,  Inspection Date: September 2016
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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: 340 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 412 (year 2028),  Design Load: H 15,  Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.829,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  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: 27,000 (year 2015),  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: 27.981,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  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: 50.8 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,  Inspection Date: September 2016
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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: 3,400 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,140 (year 2028),  Design Load: H 20,  Features Intersected: Drainage
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.268,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 3.9 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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