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

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Structure Number: 1256,  Location: 1.32 MI S OF PEMISCOT CO (Lat: 35.982036,  Lng: -89.901056),  Route carried "on" structure: US 61,  Year Built: 1954,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,813 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,562 (year 2028),  Design Load: HS 20,  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.587,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1257,  Location: 3.18 MI SW of Pemiscot Co (Lat: 35.958519,  Lng: -89.910181),  Route carried "on" structure: US 61,  Year Built: 1951,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,600 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,295 (year 2028),  Design Load: H 20,  Features Intersected: DITCH NO 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.594,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Roadway Improvement Cost: $125,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1962,  Location: 1.78 MI S OF PEMISCOT CO (Lat: 35.977400,  Lng: -89.905989),  Route carried "on" structure: US 61,  Year Built: 1938,  Status: Open,  Structure Length: 11.48m (37.66ft),  Average Daily Traffic: 1,579 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,952 (year 2028),  Design Load: H 15,  Features Intersected: SL SF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.847,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2729,  Location: .80 MI N OF ARMOREL ARK (Lat: 35.925358,  Lng: -89.785589),  Route carried "on" structure: Spur State highway 137,  Year Built: 1950,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 820 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,037 (year 2028),  Design Load: H 15,  Features Intersected: DITCH 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-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: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3164,  Location: 2.3 MI N SH 148 JCT (Lat: 35.904361,  Lng: -89.891869),  Route carried "on" structure: State highway 239,  Year Built: 1960,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,708 (year 2028),  Design Load: H 20,  Features Intersected: I 55-SEC 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.426,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  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: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3165,  Location: 0.81 MI E SH 239 JCT (Lat: 35.914336,  Lng: -89.878100),  Route carried "on" structure: State highway 312,  Year Built: 1960,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 380 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 769 (year 2028),  Design Load: H 20,  Features Intersected: I 55-SEC 12 Log66.28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  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: 9.4m (30.8ft)

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

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Structure Number: 3167,  Location: EAST CITY LIMITSBLYTHVILL (Lat: 35.928869,  Lng: -89.874931),  Route carried "on" structure: State highway 18,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 17,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,964 (year 2028),  Design Load: HS 20,  Features Intersected: I 55-SEC 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

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

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Structure Number: 3287,  Location: 4.13 MI E SH 18 JCT (Lat: 35.871431,  Lng: -89.932600),  Route carried "on" structure: State highway 312,  Year Built: 1960,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,196 (year 2028),  Design Load: H 20,  Features Intersected: I 55-SEC 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.647,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  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: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7204,  Location: 0.80 East of Hwy 61 (Lat: 35.925869,  Lng: -89.907289),  Route carried "on" structure: State highway 18,  Year Built: 2015,  Status: Open,  Structure Length: 30.49m (100.03ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,000 (year 2031),  Design Load: HL 93,  Features Intersected: Broadway St.; BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7225,  Location: 3.0 MI E JCT SH 239 (Lat: 35.863111,  Lng: -89.840150),  Route carried "on" structure: State highway 148,  Year Built: 2012,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 480 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 700 (year 2031),  Design Load: HL 93,  Features Intersected: CLEAR LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

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

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Structure Number: 15344,  Location: .02 M N OF SH 150&RD 301 (Lat: 35.981997,  Lng: -89.910056),  Route carried "on" structure: County highway 301,  Year Built: 1978,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 71 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 121 (year 2007),  Design Load: H 15,  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  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: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15348,  Location: .5 Mi N of Blytheville (Lat: 35.958461,  Lng: -89.900978),  Route carried "on" structure: County highway 410,  Year Built: 1978,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 617 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 284 (year 2007),  Design Load: H 15,  Features Intersected: DITCH NO 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20675,  Location: .02 MI N JCT SH 150 & 41 (Lat: 35.989167,  Lng: -89.945831),  Route carried "on" structure: County highway 41,  Year Built: 1988,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 56 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 68 (year 2007),  Design Load: H 15,  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $382,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22023,  Location: 2.01 Mi S of Hwy 151 (Lat: 35.871950,  Lng: -89.855733),  Route carried "on" structure: County highway 89,  Year Built: 1998,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 22 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 99 (year 2007),  Features Intersected: DITCH # 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.235,  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: 2,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

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: 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: 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: March 2021,  Critical Feature 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: 22269,  Location: 1.0 Mi W of CR N791 (Lat: 35.899603,  Lng: -89.873867),  Route carried "on" structure: County highway 62,  Year Built: 2000,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 30 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 162 (year 2007),  Features Intersected: DITCH NO 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22745,  Location: .04 Mi N of Hwy 150 (Lat: 35.987489,  Lng: -89.822953),  Route carried "on" structure: County highway 405,  Year Built: 2003,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 30 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29 (year 2007),  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature 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: 22751,  Location: .3 M E Jct Highland/Divis (Lat: 35.945764,  Lng: -89.923581),  Route carried "on" structure: City street 29899,  Year Built: 1997,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 12 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 61 (year 2023),  Features Intersected: PEMISCOT DITCH,  Facility Carried by Structure: JUNE GOSNELL-C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23094,  Location: .52 Mi E of Hwy 312 (Lat: 35.965789,  Lng: -89.805039),  Route carried "on" structure: County highway 414,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 30 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 37 (year 2027),  Features Intersected: Crooked Lake Bayou,  Facility Carried by Structure: CR E86 - B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

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

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Structure Number: A3162,  Location: JCT 61& I 55 (Lat: 35.886900,  Lng: -89.918869),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 11,029 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,812 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 61-SEC 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.855,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3163,  Location: 0.9 MI NE SH 61 (Lat: 35.895058,  Lng: -89.906619),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 26.97m (88.48ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,812 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BURLINGTON RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.288,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 551,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: A3166,  Location: 0.5 MI S SH 18 (Lat: 35.920369,  Lng: -89.874469),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,812 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SH 239 & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.440,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 551,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: A3169,  Location: .34 NO JCT SH 150 (Lat: 35.991319,  Lng: -89.874869),  Route carried "on" structure: Interstate 55,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 48%,  Average Future Daily Traffic: 14,250 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.293,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 551,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3764,  Location: 1.12 MI NW SH18 (Lat: 35.940750,  Lng: -89.941478),  Route carried "on" structure: State highway 151,  Year Built: 1963,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,640 (year 2028),  Design Load: HS 20,  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Superior to present desirable 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B3162,  Location: JCT US 61 & I 55 (Lat: 35.886619,  Lng: -89.918861),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 11,029 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,812 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 61-SEC 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.839,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B3163,  Location: 0.9 MI NE JCT US 61 (Lat: 35.894878,  Lng: -89.906458),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 26.97m (88.48ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 52%,  Average Future Daily Traffic: 12,812 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BURLINGTON NORTH RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.272,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 551,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: B3166,  Location: 0.5 MI SO SH 18 (Lat: 35.920361,  Lng: -89.874200),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 52%,  Average Future Daily Traffic: 12,812 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BURLINGTON,SH 239S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.424,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 551,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: B3169,  Location: 0.34 MI NO JCT SH 150 (Lat: 35.991378,  Lng: -89.874578),  Route carried "on" structure: Interstate 55,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 48%,  Average Future Daily Traffic: 14,250 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.310,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: C3169,  Location: SB FRONTAGE RD (Lat: 35.991269,  Lng: -89.875189),  Route carried "on" structure: ServiceInterstate 55,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 184 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 170 (year 2028),  Design Load: H 20,  Features Intersected: PEMISCOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.310,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,257,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: D3169,  Location: .34 MI N OF SH 150 (Lat: 35.991450,  Lng: -89.874308),  Route carried "on" structure: ServiceInterstate 55,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,254 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2028),  Design Load: H 20,  Features Intersected: PEMISCOT BAYOU,  Facility Carried by Structure: NB FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.310,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,259,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M3056,  Location: 2.5 MI N BLYTHEVILLE (Lat: 35.965261,  Lng: -89.874600),  Route carried "on" structure: Interstate 55,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,964 (year 2028),  Design Load: H 20,  Features Intersected: DITCH NO 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.397,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  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: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: X0835,  Location: 1.5 MI E JCT I-55 & 18 (Lat: 35.928308,  Lng: -89.848347),  Route carried "on" structure: State highway 18,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,083 (year 2028),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH #6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.500,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: X0936,  Location: 1.5 MI N ARMOREL (Lat: 35.944708,  Lng: -89.802178),  Route carried "on" structure: State highway 137,  Year Built: 1994,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,598 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,053 (year 2028),  Design Load: H 20,  Features Intersected: CROOKED LAKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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: 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: September 2020

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Structure Number: X1,  Location: .45 MI S JCT SH 18 & 151 (Lat: 35.921039,  Lng: -89.856050),  Route carried "on" structure: State highway 151,  Year Built: 1998,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 652 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 988 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.417,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Good,  Culverts: 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,  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 2021

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Structure Number: X1001,  Location: .4 MI S JCT SH 18 (Lat: 35.921900,  Lng: -89.856050),  Route carried "on" structure: State highway 151,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 652 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 988 (year 2028),  Design Load: H 20,  Features Intersected: DITCH NO 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.530,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.5 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,  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 2021

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Structure Number: X1075,  Location: 1.0 MI W OF BLYTHEVILLE (Lat: 35.914539,  Lng: -89.950458),  Route carried "on" structure: State highway 18,  Year Built: 2002,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,630 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,149 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.416,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: X1232,  Location: 0.1 MI E I-55 (Lat: 35.914319,  Lng: -89.873161),  Route carried "on" structure: US 312,  Year Built: 2011,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 380 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 700 (year 2031),  Design Load: H 20,  Features Intersected: DITCH # 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 2021

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Structure Number: X1286,  Location: 3.15 MI E OF US I-55 (Lat: 35.921125,  Lng: -89.820633),  Route carried "on" structure: State highway 18,  Year Built: 2006,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,643 (year 2028),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.205,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: X1588,  Location: 0.82 MI E JCT SH 18& 312 (Lat: 35.872158,  Lng: -89.991069),  Route carried "on" structure: State highway 312,  Year Built: 2020,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,900 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,100 (year 2039),  Features Intersected: NATL (#17) DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable 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: November 2020

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Structure Number: X1635,  Location: SE of Armorel (Lat: 35.870269,  Lng: -89.828761),  Route carried "on" structure: State highway 151,  Year Built: 2021,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HL 93,  Features Intersected: Ditch 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: November 2021

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Structure Number: 3164,  Location: 2.3 MI N SH 148 JCT (Lat: 35.904361,  Lng: -89.891869),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 55-SEC 12,  Facility Carried by Structure: SH 239-01- LM 2.76
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 104.994,  Length of Maximum Span: 0.0m

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Structure Number: 3164,  Location: 2.3 MI N SH 148 JCT (Lat: 35.904361,  Lng: -89.891869),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 55-SEC 12,  Facility Carried by Structure: SH 239-01- LM 2.76
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 104.994,  Length of Maximum Span: 0.0m

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Structure Number: 3165,  Location: 0.81 MI E SH 239 JCT (Lat: 35.914336,  Lng: -89.878100),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 55-SEC 12 Log66.28,  Facility Carried by Structure: SH 312-02- LM 0.81
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 106.667,  Length of Maximum Span: 0.0m

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Structure Number: 3165,  Location: 0.81 MI E SH 239 JCT (Lat: 35.914336,  Lng: -89.878100),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 55-SEC 12 Log66.28,  Facility Carried by Structure: SH 312-02- LM 0.81
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 106.667,  Length of Maximum Span: 0.0m

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Structure Number: 3167,  Location: EAST CITY LIMITSBLYTHVILL (Lat: 35.928869,  Lng: -89.874931),  Route carried "under" structure: ServiceInterstate 55,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 55-SEC 12,  Facility Carried by Structure: SH 18-07- LM 2.57
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 108.357,  Length of Maximum Span: 0.0m

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Structure Number: 3167,  Location: EAST CITY LIMITSBLYTHVILL (Lat: 35.928869,  Lng: -89.874931),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 55-SEC 12,  Facility Carried by Structure: SH 18-07- LM 2.57
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 108.357,  Length of Maximum Span: 0.0m

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Structure Number: 3167,  Location: EAST CITY LIMITSBLYTHVILL (Lat: 35.928869,  Lng: -89.874931),  Route carried "under" structure: ServiceInterstate 55,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 55-SEC 12,  Facility Carried by Structure: SH 18-07- LM 2.57
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 108.357,  Length of Maximum Span: 0.0m