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

Find on map >>   Show street view

Structure Number: 2347,  Location: 0.05 Mi E AshleyC-Montros (Lat: 33.299808,  Lng: -91.458378),  Route carried "on" structure: US 82,  Year Built: 1950,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 2,196 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,503 (year 2028),  Design Load: H 20,  Features Intersected: Wards Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  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: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $235,000,  Total Project Cost: $476,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4392,  Location: 1.5 W SH 107&70 (Lat: 34.914639,  Lng: -92.196167),  Route carried "on" structure: County highway 70,  Year Built: 1980,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,274 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 391 (year 2007),  Design Load: H 15,  Features Intersected: BAYOU METO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4614,  Location: 2.75 MI W US 67 I-1 (Lat: 34.868811,  Lng: -92.171869),  Route carried "on" structure: City street 28880,  Year Built: 1991,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 6,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 648 (year 2010),  Design Load: HS 20,  Features Intersected: BAYOU METO,  Facility Carried by Structure: JACKSONVILLE CUTOF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4942,  Location: 1 Mi S of Jx Cutoff (Lat: 34.853278,  Lng: -92.172300),  Route carried "on" structure: City street 42850,  Year Built: 2020,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 1,900 (year 2019),  Average Future Daily Traffic: 2,280 (year 2040),  Design Load: HL 93,  Features Intersected: Kellogg Creek,  Facility Carried by Structure: Onedia Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 6395,  Location: 3.24 MI N OF I-40 (Lat: 34.813989,  Lng: -92.203119),  Route carried "on" structure: US 67,  Year Built: 1993,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 76,603 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,776 (year 2026),  Design Load: HS 20,  Features Intersected: WILDWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.246,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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

Find on map >>   Show street view

Structure Number: 6942,  Location: 2 Mi N of I-40 (Lat: 34.802050,  Lng: -92.213869),  Route carried "on" structure: US 67,  Year Built: 2004,  Status: Open,  Structure Length: 49.60m (162.73ft),  Average Daily Traffic: 82,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,776 (year 2026),  Design Load: HS 20,  Features Intersected: Five Mile Creek & SR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.557,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

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

Find on map >>   Show street view

Structure Number: 7051,  Location: 3.8 Mi N of I-40 (Lat: 34.820911,  Lng: -92.196889),  Route carried "on" structure: US 67,  Year Built: 2007,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 76,603 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,659 (year 2028),  Design Load: HS 20,  Features Intersected: Woodruff Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.180,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

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

Find on map >>   Show street view

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.826600,  Lng: -92.189800),  Route carried "on" structure: Ramp US 67,  Year Built: 2006,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 13,949 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,776 (year 2026),  Design Load: HS 20,  Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.451,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830719,  Lng: -92.181639),  Route carried "on" structure: State highway 176,  Year Built: 2007,  Status: Open,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,443 (year 2028),  Design Load: HS 20,  Features Intersected: US 67 Log 4.95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.651,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.3m (73.2ft)

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

Find on map >>   Show street view

Structure Number: 165,  Location: .2 W SH 107 (I-1) (Lat: 34.872972,  Lng: -92.200972),  Route carried "on" structure: City street 28870,  Year Built: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,475 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,847 (year 2007),  Features Intersected: KELLOGG CREEK,  Facility Carried by Structure: J'ville-Cato Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Roadway Improvement Cost: $125,000,  Total Project Cost: $249,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16501,  Location: 1.58 MI W SH 107(I-1) (Lat: 34.881833,  Lng: -92.218722),  Route carried "on" structure: City street 28870,  Year Built: 1950,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 3,700 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,847 (year 2007),  Features Intersected: BRNCH OF KELLOGG CREEK,  Facility Carried by Structure: J' ville-Cato Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Roadway Improvement Cost: $125,000,  Total Project Cost: $277,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16573,  Location: 1.33 E SH 107 (I-1) (Lat: 34.829528,  Lng: -92.210639),  Route carried "on" structure: City street 32830,  Year Built: 1969,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,900 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 187 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: LEE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19676,  Location: .3 N CTRY CLUB RD(I-6) (Lat: 34.822803,  Lng: -92.219528),  Route carried "on" structure: City street 4880,  Year Built: 1973,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 585 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 441 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: N BEVERLY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

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: 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19677,  Location: .12 E CLUB LANE (I-6) (Lat: 34.824069,  Lng: -92.213050),  Route carried "on" structure: City street 62795,  Year Built: 1970,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 130 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 468 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: WINDCHIME
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 19678,  Location: .54 E SH 107 (I-1) (Lat: 34.825664,  Lng: -92.222258),  Route carried "on" structure: City street 11890,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,912 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: CLUB ROAD ZONE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  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: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19706,  Location: 0.2 Mi N of SH 176 (Lat: 34.834639,  Lng: -92.209778),  Route carried "on" structure: City street 57640,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 341 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,484 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: THORNHILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Roadway Improvement Cost: $206,000,  Total Project Cost: $358,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1975,  Location: .10 MI W OF JCT SH107/I-1 (Lat: 34.840481,  Lng: -92.233169),  Route carried "on" structure: City street 36410,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,452 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 132 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: W MARYLAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 19773,  Location: .3 Mi N of SH176 (Lat: 34.836664,  Lng: -92.210356),  Route carried "on" structure: City street 2620,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 583 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,484 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: AUTUMNBROOK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.4m (27.6ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Roadway Improvement Cost: $202,000,  Total Project Cost: $340,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20617,  Location: 0.5 Mi N of Old Tom Box (Lat: 34.923056,  Lng: -92.194969),  Route carried "on" structure: County highway 693,  Year Built: 1988,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 87 (year 2007),  Design Load: HS 20,  Features Intersected: BAYOU METO,  Facility Carried by Structure: Jim Hall Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 21385,  Location: .1 MILES W US 67 (Lat: 34.814350,  Lng: -92.205181),  Route carried "on" structure: City street 62350,  Year Built: 1993,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,750 (year 2032),  Design Load: H 20,  Features Intersected: DITCH,  Facility Carried by Structure: WILDWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: October 2021

Find on map >>   Show street view

Structure Number: 21758,  Location: .30 MI E OF US 67/I-6 (Lat: 34.813800,  Lng: -92.196783),  Route carried "on" structure: City street 58370,  Year Built: 1996,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,800 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,200 (year 2038),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: Trammel Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 21923,  Location: .02 E JCT BRONCO LN I-1 (Lat: 34.829019,  Lng: -92.210600),  Route carried "on" structure: City street 35770,  Year Built: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 111 (year 2018),  Average Future Daily Traffic: 43 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: MANOR DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  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: 9.1m (29.9ft)

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

Find on map >>   Show street view

Structure Number: 22852,  Location: 0.2 Mi S of SH 107 (Lat: 34.851639,  Lng: -92.212417),  Route carried "on" structure: City street 41775,  Year Built: 2004,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,961 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 389 (year 2024),  Features Intersected: Gap Creek,  Facility Carried by Structure: Oakbrook Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 2.6m (8.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 2020

Find on map >>   Show street view

Structure Number: 23284,  Location: 1.63 MI N US 67 (Lat: 34.852425,  Lng: -92.197625),  Route carried "on" structure: City street 7145,  Year Built: 2010,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 3,031 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,500 (year 2032),  Design Load: H 20,  Features Intersected: Gap Creek,  Facility Carried by Structure: Brockington Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  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: Febuary 2022

Find on map >>   Show street view

Structure Number: 23357,  Location: 1.1 M E SH 107 (Lat: 34.839919,  Lng: -92.211547),  Route carried "on" structure: City street 36410,  Year Built: 2010,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 3,800 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,000 (year 2032),  Features Intersected: Creek,  Facility Carried by Structure: East Maryland Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2022

Find on map >>   Show street view

Structure Number: 2347,  Location: 0.31 E SH 107 (Lat: 34.830331,  Lng: -92.227381),  Route carried "on" structure: City street 32830,  Year Built: 2011,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 41 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2038),  Design Load: HS 20,  Features Intersected: Woodruff Creek,  Facility Carried by Structure: Lee Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.8m (38.7ft)

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

Find on map >>   Show street view

Structure Number: 23513,  Location: .24 Mi west Warden Rd. (Lat: 34.804611,  Lng: -92.215125),  Route carried "on" structure: City street 53513,  Year Built: 2012,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 2,884 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2032),  Features Intersected: Creek,  Facility Carried by Structure: Silver Creek Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: Febuary 2022

Find on map >>   Show street view

Structure Number: 24165,  Location: 0.6 Mi W of Brock. rd (Lat: 34.850400,  Lng: -92.208200),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 120 (year 2040),  Features Intersected: Gap Creek,  Facility Carried by Structure: Rock Springs Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Very 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: January 2021

Find on map >>   Show street view

Structure Number: M0138,  Location: 12.45 MI NO OF I-40 (Lat: 34.908181,  Lng: -92.182269),  Route carried "on" structure: State highway 107,  Year Built: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,814 (year 2028),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.036,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: Satisfactory,  Operating Rating: 26.3 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,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Roadway Improvement Cost: $318,000,  Total Project Cost: $514,000

Find on map >>   Show street view

Structure Number: X1394,  Location: 6.05 M N I-40 (Lat: 34.853081,  Lng: -92.225858),  Route carried "on" structure: State highway 107,  Year Built: 2010,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 14,279 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,100 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.817,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Very good,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 6395,  Location: 3.24 MI N OF I-40 (Lat: 34.813989,  Lng: -92.203119),  Route carried "under" structure: ServiceUS 67,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67 Frontage Rd.
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.246,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6395,  Location: 3.24 MI N OF I-40 (Lat: 34.813989,  Lng: -92.203119),  Route carried "under" structure: City street 62350,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Features Intersected: WILDWOOD AVE,  Facility Carried by Structure: US 67 Mn Lns
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.805,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6942,  Location: 2 Mi N of I-40 (Lat: 34.802050,  Lng: -92.213869),  Route carried "under" structure: ServiceUS 67,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: Five Mile Creek & SR
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 3.701,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6942,  Location: 2 Mi N of I-40 (Lat: 34.802050,  Lng: -92.213869),  Route carried "under" structure: ServiceUS 67,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: Five Mile Creek & SR
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 3.685,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.826600,  Lng: -92.189800),  Route carried "under" structure: ServiceUS 67,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 7.451,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.826600,  Lng: -92.189800),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 7.451,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.826600,  Lng: -92.189800),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 7.451,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830719,  Lng: -92.181639),  Route carried "under" structure: ServiceUS 67,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: SH 176 Kiehl Ave.
Minimum Vertical Clearance: 6.79m (22.28ft),  Kilometerpoint: 7.966,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830719,  Lng: -92.181639),  Route carried "under" structure: ServiceUS 67,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: SH 176 Kiehl Ave.
Minimum Vertical Clearance: 6.94m (22.77ft),  Kilometerpoint: 7.966,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830719,  Lng: -92.181639),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: SH 176 Kiehl Ave.
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 7.966,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830719,  Lng: -92.181639),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: SH 176 Kiehl Ave.
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 7.966,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 16511,  Location: 300 FT W OF SH 161 (Lat: 34.812125,  Lng: -92.177261),  Route carried "under" structure: City street 80,  Structure Length: 0. m,  Average Daily Traffic: 2,414 (year 1983),  Truck Traffic: 1%,  Features Intersected: TRAMMEL RD.,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 3.29m (10.79ft),  Kilometerpoint: 0.113,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 22616,  Location: 0.05 Mi W of Hwy 107 (Lat: 34.840469,  Lng: -92.232500),  Route carried "under" structure: City street 36410,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2002),  Truck Traffic: 1%,  Features Intersected: Maryland Drive,  Facility Carried by Structure: Ped O.P. Maryland
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.080,  Length of Maximum Span: 0.0m