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

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Structure Number: 2222,  Location: .46 M W of Perry Co. Line (Lat: 34.967111,  Lng: -93.189139),  Route carried "on" structure: State highway 60,  Year Built: 1942,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 862 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 649 (year 2028),  Design Load: H 15,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Good,  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: August 2020

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Structure Number: 7318,  Location: 0.5 M W Crystal Hill (Lat: 34.827808,  Lng: -92.345322),  Route carried "on" structure: County highway 737,  Year Built: 2016,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 78,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 75 (year 2036),  Design Load: HL 93,  Features Intersected: I-40 147.07
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7418,  Location: 1.9miles NE of Hwy 100 (Lat: 34.841172,  Lng: -92.351353),  Route carried "on" structure: County highway 23842,  Year Built: 2019,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 80,000 (year 2019),  Average Future Daily Traffic: 98,000 (year 2039),  Design Load: HL 93,  Features Intersected: I-40 145.95,  Facility Carried by Structure: White Oak Crossing
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 4.892,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 16493,  Location: 2.13 MI N JCT SH 365 (Lat: 34.892444,  Lng: -92.326447),  Route carried "on" structure: County highway 52,  Year Built: 1961,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 740 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 718 (year 2007),  Design Load: H 15,  Features Intersected: White Oak Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.426,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: 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: 16496,  Location: .2 MI E OF 365 (Lat: 34.883222,  Lng: -92.407914),  Route carried "on" structure: County highway 58,  Year Built: 1974,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 307 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 264 (year 2007),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 18368,  Location: 4.27 MI W I-430(I-3) (Lat: 34.847481,  Lng: -92.405369),  Route carried "on" structure: State highway 100,  Year Built: 1976,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 26,372 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,812 (year 2028),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 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: Febuary 2022

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Structure Number: 21276,  Location: 0.7 Mi E of SH 365 (Lat: 34.866306,  Lng: -92.332275),  Route carried "on" structure: County highway 1259,  Year Built: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 612 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 97 (year 2004),  Features Intersected: WINIFREE CREEK,  Facility Carried by Structure: Timber Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

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

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Structure Number: 21367,  Location: 0.5 Mi N of Lunn Rd (Lat: 34.885961,  Lng: -92.336831),  Route carried "on" structure: County highway 790,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 238 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2007),  Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  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: 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

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Structure Number: 2166,  Location: 1.3 Mi e of SH 365 (Lat: 34.871339,  Lng: -92.321300),  Route carried "on" structure: County highway 788,  Year Built: 1996,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,083 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2007),  Features Intersected: WINIFREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.688,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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: December 2021

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Structure Number: 21716,  Location: 1.41 MI S JCT SH 365 (Lat: 34.879517,  Lng: -92.440436),  Route carried "on" structure: County highway 701,  Year Built: 1996,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 45 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2007),  Design Load: HS 20,  Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present 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: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22205,  Location: 0.25 MI W AUDUBON DR (Lat: 34.852444,  Lng: -92.410881),  Route carried "on" structure: City street 43930,  Year Built: 1981,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 146 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2020),  Design Load: H 20,  Features Intersected: LAKE WILLASTEIN,  Facility Carried by Structure: Lake Willastein Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22215,  Location: .2 MI S OF MONTELIER (Lat: 34.847242,  Lng: -92.404425),  Route carried "on" structure: City street 15200,  Year Built: 1998,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,052 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2020),  Features Intersected: BRANCH,  Facility Carried by Structure: DEAUVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 0.9m (3.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.8m (42.0ft)

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,  Deck Geometry: 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: June 2020

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Structure Number: 22216,  Location: .05 MI S /CNTRY CLUB BLVD (Lat: 34.839750,  Lng: -92.397886),  Route carried "on" structure: City street 20854,  Year Built: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 905 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2020),  Features Intersected: BRANCH,  Facility Carried by Structure: FOUNTAIN BLEAU DRI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Satisfactory,  Culverts: 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 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

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Structure Number: 2222,  Location: .3 MI. W OF SH 100 (Lat: 34.878028,  Lng: -92.401014),  Route carried "on" structure: City street 49725,  Year Built: 1990,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 3,271 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2020),  Features Intersected: BRANCH,  Facility Carried by Structure: ROLLING OAKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.4m (4.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Very 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 22496,  Location: 0.6 Mi E of SH 100 (Lat: 34.843083,  Lng: -92.394308),  Route carried "on" structure: City street 13220,  Year Built: 2002,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,976 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2022),  Features Intersected: Creek,  Facility Carried by Structure: Country Club Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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

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Structure Number: 22937,  Location: 0.3 Mi W of SH 365 (Lat: 34.864075,  Lng: -92.351028),  Route carried "on" structure: County highway 725,  Year Built: 2007,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 97 (year 2004),  Features Intersected: Winifree Creek
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: July 2021

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Structure Number: 23515,  Location: 0.29 N of Odom Blvd. (Lat: 34.879778,  Lng: -92.407806),  Route carried "on" structure: City street 63450,  Year Built: 2012,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,069 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 28 (year 2032),  Features Intersected: Ditch,  Facility Carried by Structure: Woodland Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very 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,  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: August 2020

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Structure Number: 23608,  Location: 0.30 W of Odom Blvd. (Lat: 34.861247,  Lng: -92.426303),  Route carried "on" structure: City street 36665,  Year Built: 2012,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,478 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 225 (year 2032),  Features Intersected: Ditch,  Facility Carried by Structure: Maumelle Valley Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 23842,  Location: 2.5 miles NE of Hwy 100 (Lat: 34.840778,  Lng: -92.359119),  Route carried "on" structure: Alternate City street 13212,  Year Built: 2017,  Status: Open,  Structure Length: 12.58m (41.27ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: HL 93,  Features Intersected: White Oak Bayou,  Facility Carried by Structure: Counts Massie Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23906,  Location: 1MI SO of SH 365 (Lat: 34.874250,  Lng: -92.362200),  Route carried "on" structure: County highway 54,  Year Built: 2017,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 850 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 775 (year 2037),  Design Load: HS 20,  Features Intersected: White Oak Bayou,  Facility Carried by Structure: Marche Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  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: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A323,  Location: 1.5 MI SE OF MORGAN/I-3 (Lat: 34.870528,  Lng: -92.365778),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 44,500 (year 2034),  Design Load: HS 20,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.263,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 403,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A3232,  Location: 1 MI NW OAK GROVE (Lat: 34.856011,  Lng: -92.350531),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 44,070 (year 2028),  Design Load: HS 20,  Features Intersected: CR719& RR
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 233.484,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.05m (46.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Roadway Improvement Cost: $247,000,  Total Project Cost: $1,513,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3233,  Location: 1.0 MI N JCT I-430 & I-40 (Lat: 34.835761,  Lng: -92.347639),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 44,500 (year 2034),  Design Load: HS 20,  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.705,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 403,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A7037,  Location: 0.2 Mi S of SH 365 (Lat: 34.880589,  Lng: -92.393128),  Route carried "on" structure: State highway 100,  Year Built: 2007,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 5,750 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,666 (year 2028),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 100,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B323,  Location: 1.5 MI SE OF MORGAN (Lat: 34.870350,  Lng: -92.365969),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 44,500 (year 2034),  Design Load: HS 20,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.263,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 403,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B3232,  Location: 1 MI NW OF OAK GROVE/I-2 (Lat: 34.856550,  Lng: -92.351331),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 44,070 (year 2028),  Design Load: HS 20,  Features Intersected: CR 719, RR
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 233.484,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.05m (46.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Roadway Improvement Cost: $247,000,  Total Project Cost: $1,513,000,  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: B3233,  Location: 1 MI NW OF I-430/I-2 (Lat: 34.835550,  Lng: -92.348139),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 44,500 (year 2034),  Design Load: HS 20,  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.705,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 403,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B7037,  Location: 0.2 Mi South of SH 365 (Lat: 34.880497,  Lng: -92.392869),  Route carried "on" structure: State highway 100,  Year Built: 2006,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 5,750 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,666 (year 2028),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very 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: Somewhat better than minimum adequacy,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M2969,  Location: 7.88MI SE OF FALK CO I-2 (Lat: 34.863250,  Lng: -92.345078),  Route carried "on" structure: State highway 365,  Year Built: 1919,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,085 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,907 (year 2028),  Features Intersected: WINEFREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.678,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Roadway Improvement Cost: $265,000,  Total Project Cost: $565,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M297,  Location: 5.62 MI N I-40/I-2 (Lat: 34.844061,  Lng: -92.337631),  Route carried "on" structure: State highway 365,  Year Built: 1919,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 5,188 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,907 (year 2028),  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.980,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Roadway Improvement Cost: $125,000,  Total Project Cost: $308,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7318,  Location: 0.5 M W Crystal Hill (Lat: 34.827808,  Lng: -92.345322),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2014),  Truck Traffic: 20%,  Features Intersected: I-40 log 147.07,  Facility Carried by Structure: Norman Rd/CR737
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 236.686,  Length of Maximum Span: 0.0m

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Structure Number: 7318,  Location: 0.5 M W Crystal Hill (Lat: 34.827808,  Lng: -92.345322),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2014),  Truck Traffic: 20%,  Features Intersected: I-40 Log 147.07,  Facility Carried by Structure: Norman Rd/CR737
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 236.686,  Length of Maximum Span: 0.0m

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Structure Number: 7418,  Location: 1.9miles NE of Hwy 100 (Lat: 34.841172,  Lng: -92.351353),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2018),  Features Intersected: I-40 145.95,  Facility Carried by Structure: White Oak Crossing
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 234.803,  Length of Maximum Span: 0.0m

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Structure Number: 7418,  Location: 1.9miles NE of Hwy 100 (Lat: 34.841172,  Lng: -92.351353),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2018),  Features Intersected: I-40 145.95,  Facility Carried by Structure: White Oak Crossing
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 234.803,  Length of Maximum Span: 0.0m

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Structure Number: A3232,  Location: 1 MI NW OAK GROVE (Lat: 34.856011,  Lng: -92.350531),  Route carried "under" structure: County highway 719,  Structure Length: 0. m,  Average Daily Traffic: 347 (year 1983),  Truck Traffic: 17%,  Features Intersected: CR719& RR,  Facility Carried by Structure: I-40 WB Log 145.08
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 1.207,  Length of Maximum Span: 0.0m

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Structure Number: B3232,  Location: 1 MI NW OF OAK GROVE/I-2 (Lat: 34.856550,  Lng: -92.351331),  Route carried "under" structure: County highway 719,  Structure Length: 0. m,  Average Daily Traffic: 347 (year 1983),  Truck Traffic: 17%,  Features Intersected: CR 719, RR,  Facility Carried by Structure: I-40 EB Log 145.08
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 1.287,  Length of Maximum Span: 0.0m