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

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Structure Number: 899,  Location: .4 MI S JCT SH 7 (Lat: 34.173969,  Lng: -93.071478),  Route carried "on" structure: US 67,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 33.62m (110.30ft),  Average Daily Traffic: 8,700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,412 (year 2028),  Design Load: H 20,  Features Intersected: CADDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.017,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 30,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 34.78m (114.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $265,000,  Total Project Cost: $4,010,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 911,  Location: .76 MI N OF SH 51 (Lat: 34.133431,  Lng: -93.057719),  Route carried "on" structure: US 67,  Year Built: 1929,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,500 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,800 (year 2038),  Design Load: H 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1616,  Location: JCT WALNUT ST (Lat: 34.113128,  Lng: -93.056219),  Route carried "on" structure: US 67,  Year Built: 1931,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 3,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,223 (year 2028),  Design Load: H 15,  Features Intersected: MADDOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.878,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3004,  Location: 1.64 MI W JCT SH 51 (Lat: 34.124569,  Lng: -93.123350),  Route carried "on" structure: State highway 8,  Year Built: 1955,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,820 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,500 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE DECEIPER CREEK,  Facility Carried by Structure: Clark S-5 LM 24.05
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.705,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3023,  Location: 2.58 MI E US 67 (Lat: 36.402650,  Lng: -90.543019),  Route carried "on" structure: US 62,  Year Built: 1956,  Status: Open,  Structure Length: 21.92m (71.92ft),  Average Daily Traffic: 4,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,824 (year 2028),  Design Load: H 20,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.152,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.16m (75.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Roadway Improvement Cost: $400,000,  Total Project Cost: $2,948,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 369,  Location: JCT I-30 & CO.RD. 73 (Lat: 34.092650,  Lng: -93.108511),  Route carried "on" structure: County highway 73,  Year Built: 1965,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 418 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 111 (year 2007),  Design Load: H 15,  Features Intersected: I-30 SEC 14 LOG 70.77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.895,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3693,  Location: JCT I-30 & CO.RD. 32 (Lat: 34.142711,  Lng: -93.080819),  Route carried "on" structure: County highway 32,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,800 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 672 (year 2007),  Design Load: H 15,  Features Intersected: I 30 S-14 LM 74.59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.865,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3705,  Location: JCT I-30 & CO.RD.30 (Lat: 34.171861,  Lng: -93.075278),  Route carried "on" structure: County highway 30,  Year Built: 1965,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 46 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 474 (year 2007),  Design Load: H 15,  Features Intersected: I 30-SEC 14 LOG 76.64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.767,  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: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6082,  Location: 2.5 MI S JCT SH 8 (Lat: 34.097589,  Lng: -93.133258),  Route carried "on" structure: State highway 51,  Year Built: 1987,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,887 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,600 (year 2033),  Design Load: HS 20,  Features Intersected: BIG DECEIPHER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.314,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

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: Better than 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6083,  Location: 2.4 MI SW SH 8 (Lat: 34.105619,  Lng: -93.109578),  Route carried "on" structure: State highway 51,  Year Built: 1987,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 3,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,600 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE DECEIPHER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.728,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6165,  Location: 0.2 MI NW JCT SH 7 (Lat: 34.117089,  Lng: -93.031119),  Route carried "on" structure: State highway 51,  Year Built: 1993,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,499 (year 2028),  Design Load: HS 20,  Features Intersected: SALINE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6962,  Location: 2.25 Mi. W Jct US 67 (Lat: 34.118219,  Lng: -93.093561),  Route carried "on" structure: State highway 51,  Year Built: 2004,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 10,264 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,669 (year 2027),  Design Load: HS 20,  Features Intersected: I 30 Sec. 14 log 72.86
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 47.894,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.4m (73.5ft)

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: High priority of replacement,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19035,  Location: .1 MI W JCT US 67 (Lat: 34.113581,  Lng: -93.056250),  Route carried "on" structure: City street 60540,  Year Built: 1948,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 42 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2007),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: Arkadelphia Walnut
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $187,000,  Total Project Cost: $323,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19036,  Location: 0.78 M N JCT CADDO ST. (Lat: 34.132300,  Lng: -93.060931),  Route carried "on" structure: City street 64640,  Year Built: 1971,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,575 (year 2007),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: N 12 STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed 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: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: High priority of corrective action,  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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19037,  Location: .01 MI N JCT WELCH ST. (Lat: 34.130669,  Lng: -93.065450),  Route carried "on" structure: City street 64670,  Year Built: 1962,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 726 (year 2007),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: N. 15TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: High priority of replacement,  Waterway Adequacy: Better than 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19038,  Location: 0.25 MI S JCT CARTER RD (Lat: 34.134400,  Lng: -93.054986),  Route carried "on" structure: City street 64570,  Year Built: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2038),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: N. 8TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Roadway Improvement Cost: $117,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19039,  Location: 0.4 MI OF JCT MAIN ST. (Lat: 34.115619,  Lng: -93.058578),  Route carried "on" structure: City street 64610,  Year Built: 1968,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 60 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,462 (year 2007),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: S. 10TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $187,000,  Total Project Cost: $312,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1904,  Location: 0.3 MI S JCT MAIN ST. (Lat: 34.116858,  Lng: -93.060956),  Route carried "on" structure: City street 64640,  Year Built: 1962,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 48 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,418 (year 2007),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: S. 12TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Better than 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19631,  Location: .06MI S JCT M H RUSSELL D (Lat: 34.132989,  Lng: -93.059525),  Route carried "on" structure: City street 8690,  Year Built: 1972,  Status: Posted for load,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 44 (year 1987),  Truck Traffic: 10%,  Average Future Daily Traffic: 53 (year 2007),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CAMPUS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed 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: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21287,  Location: 1.1 MI SE JCT CO RD 17 (Lat: 34.070250,  Lng: -93.041336),  Route carried "on" structure: County highway 19,  Year Built: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 560 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 112 (year 2007),  Design Load: H 15,  Features Intersected: REYNOLDS DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23501,  Location: .2 Mi. N. Jct CR 473 (Lat: 34.088958,  Lng: -93.125108),  Route carried "on" structure: County highway 76,  Year Built: 2011,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 310 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2007),  Features Intersected: Deceiper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.466,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23893,  Location: .62 MI SW JCT CR 19 (Lat: 34.074831,  Lng: -93.059639),  Route carried "on" structure: County highway 17,  Year Built: 2017,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 168 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2037),  Features Intersected: Deceiper Cr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: High priority of corrective action,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: A3691,  Location: 1.25 MI W JCT SH 51 & 8 (Lat: 34.098239,  Lng: -93.104819),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 14,500 (year 2018),  Truck Traffic: 50%,  Average Future Daily Traffic: 18,704 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LITTLE DECIPER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.618,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  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: 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: Better than present minimum criteria,  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: Monolithic Concrete

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Structure Number: B3691,  Location: 1.25 MI W JCT SH 51 & 8 (Lat: 34.097989,  Lng: -93.104178),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 14,500 (year 2018),  Truck Traffic: 54%,  Average Future Daily Traffic: 18,704 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LITTLE DECIPER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.618,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: M018,  Location: 2.5 MI SE JCT SH 51 (Lat: 34.085600,  Lng: -93.003219),  Route carried "on" structure: State highway 7,  Year Built: 1956,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,810 (year 2028),  Design Load: H 15,  Features Intersected: TUPELO CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.937,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Roadway Improvement Cost: $156,000,  Total Project Cost: $445,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M0946,  Location: 1.3 MI E JCT SH 7 (Lat: 34.117181,  Lng: -93.006031),  Route carried "on" structure: State highway 51,  Year Built: 1957,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,001 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,014 (year 2028),  Design Load: H 15,  Features Intersected: TUPELO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  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: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M1223,  Location: 1.0 MI S ARKADELPHIA (Lat: 34.094278,  Lng: -93.075247),  Route carried "on" structure: US 67,  Year Built: 1931,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,223 (year 2028),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.142,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Good,  Culverts: 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,  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: December 2019

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Structure Number: M3021,  Location: 0.25 M I E JCT SH 51 (Lat: 34.125008,  Lng: -93.089308),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 52%,  Average Future Daily Traffic: 33,787 (year 2028),  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.933,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  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: March 2020

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Structure Number: M3022,  Location: 2.0 MI SW JCT SH 7 (Lat: 34.156869,  Lng: -93.077419),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 52%,  Average Future Daily Traffic: 33,787 (year 2028),  Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.650,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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: Somewhat better than minimum adequacy,  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: March 2020

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Structure Number: 369,  Location: JCT I-30 & CO.RD. 73 (Lat: 34.092650,  Lng: -93.108511),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I-30 SEC 14 LOG 70.77,  Facility Carried by Structure: CR 73/N. Gum Sprgs
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 113.893,  Length of Maximum Span: 0.0m

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Structure Number: 369,  Location: JCT I-30 & CO.RD. 73 (Lat: 34.092650,  Lng: -93.108511),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I-30 SEC 14 LOG 70.77,  Facility Carried by Structure: CR 73/N. Gum Sprgs
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 113.893,  Length of Maximum Span: 0.0m

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Structure Number: 3693,  Location: JCT I-30 & CO.RD. 32 (Lat: 34.142711,  Lng: -93.080819),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 30 SEC 14 LOG 74.59,  Facility Carried by Structure: CR 32 Z-D LM 1.15
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 120.041,  Length of Maximum Span: 0.0m

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Structure Number: 3693,  Location: JCT I-30 & CO.RD. 32 (Lat: 34.142711,  Lng: -93.080819),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 30 SEC 14 LOG 74.59,  Facility Carried by Structure: CR 32 Z-D LM 1.15
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 120.041,  Length of Maximum Span: 0.0m

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Structure Number: 3705,  Location: JCT I-30 & CO.RD.30 (Lat: 34.171861,  Lng: -93.075278),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 30-SEC 14 LOG 76.64
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 123.340,  Length of Maximum Span: 0.0m

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Structure Number: 3705,  Location: JCT I-30 & CO.RD.30 (Lat: 34.171861,  Lng: -93.075278),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 30-SEC 14 LOG 76.64
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 123.340,  Length of Maximum Span: 0.0m

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Structure Number: 6678,  Location: .29 MI N OF SH 51 (Lat: 34.126789,  Lng: -93.057019),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2014),  Truck Traffic: 1%,  Features Intersected: U S 67 SEC 6,  Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.467,  Length of Maximum Span: 0.0m

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Structure Number: 6962,  Location: 2.25 Mi. W Jct US 67 (Lat: 34.118219,  Lng: -93.093561),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 11%,  Features Intersected: I 30 Sec. 14 log 72.86,  Facility Carried by Structure: SH51Sec1KingOP
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 117.257,  Length of Maximum Span: 0.0m

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Structure Number: 6962,  Location: 2.25 Mi. W Jct US 67 (Lat: 34.118219,  Lng: -93.093561),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 11%,  Features Intersected: I 30 Sec. 14 log 72.86,  Facility Carried by Structure: SH51Sec1KingOP
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 117.257,  Length of Maximum Span: 0.0m

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Structure Number: 7316,  Location: 0.36 MI E JCT US 67 (Lat: 34.120781,  Lng: -93.046969),  Route carried "under" structure: County highway 51,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2014),  Truck Traffic: 10%,  Features Intersected: SH 51, UPRR
Minimum Vertical Clearance: 7.55m (24.77ft),  Kilometerpoint: 0.579,  Length of Maximum Span: 0.0m

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Structure Number: M0945,  Location: 0.65 IM JCT US 67 (Lat: 34.121439,  Lng: -93.042600),  Route carried "under" structure: State highway 51,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 51-SEC 2,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 1.046,  Length of Maximum Span: 0.0m