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

Find on map >>   Show street view

Structure Number: 22119,  Location: .22 MI E SH 365 (Lat: 34.722083,  Lng: -92.253858),  Route carried "on" structure: City street 49810,  Year Built: 1999,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,900 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,500 (year 2032),  Features Intersected: STREAM,  Facility Carried by Structure: ROOSEVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: June 2020

Find on map >>   Show street view

Structure Number: 22167,  Location: 0.75 M So. Kanis (Lat: 34.766397,  Lng: -92.512178),  Route carried "on" structure: County highway 123,  Year Built: 2000,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2007),  Design Load: HS 20,  Features Intersected: FLETCHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 22273,  Location: 1 MI W OF I-430 (Lat: 34.707589,  Lng: -92.424947),  Route carried "on" structure: County highway 26,  Year Built: 2001,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 6,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,296 (year 2007),  Design Load: H 20,  Features Intersected: MCHENRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 2228,  Location: 0.5 M. SO. SH 10 (Lat: 34.798481,  Lng: -92.423300),  Route carried "on" structure: City street 45271,  Year Built: 1990,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 304 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2021),  Features Intersected: ISON CREEK,  Facility Carried by Structure: PIGGEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 17.3m (56.8ft)

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: Equal to 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: September 2021

Find on map >>   Show street view

Structure Number: 22326,  Location: 0.5M. So. Asher Ave. (Lat: 34.707189,  Lng: -92.360328),  Route carried "on" structure: City street 61650,  Year Built: 1999,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 840 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,296 (year 2021),  Features Intersected: CREEK,  Facility Carried by Structure: Western Hills Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: 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,  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: March 2021

Find on map >>   Show street view

Structure Number: 22329,  Location: 0.3 M. West Geyer Springs (Lat: 34.666019,  Lng: -92.346500),  Route carried "on" structure: City street 15996,  Year Built: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 514 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 518 (year 2021),  Features Intersected: CREEK,  Facility Carried by Structure: Denham Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 2233,  Location: 0.02M. West Geyer Springs (Lat: 34.666728,  Lng: -92.345108),  Route carried "on" structure: City street 52177,  Year Built: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 959 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 518 (year 2021),  Features Intersected: CREEK,  Facility Carried by Structure: Senate Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $1,000,  Total Project Cost: $41,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 22389,  Location: .5 Mi. S Col. Glenn Rd. (Lat: 34.722633,  Lng: -92.473144),  Route carried "on" structure: County highway 185,  Year Built: 2001,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 430 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2021),  Design Load: HS 20,  Features Intersected: McHenry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 22428,  Location: 0.10 M N Main St. (Mblvl) (Lat: 34.657519,  Lng: -92.388019),  Route carried "on" structure: City street 35200,  Year Built: 1990,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,000 (year 2032),  Features Intersected: Ditch,  Facility Carried by Structure: Mabelvale Pike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 27.9m (91.5ft)

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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Roadway Improvement Cost: $811,000,  Total Project Cost: $2,099,000

Find on map >>   Show street view

Structure Number: 22487,  Location: 0.4 M So. Co. Rd. 38 (Lat: 34.774961,  Lng: -92.563139),  Route carried "on" structure: County highway 41,  Year Built: 2002,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 549 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,300 (year 2038),  Design Load: H 20,  Features Intersected: Private Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.403,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft)

Condition: 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 22489,  Location: 1/2 M W Hinson Rd. (Lat: 34.788833,  Lng: -92.431875),  Route carried "on" structure: City street 4496,  Year Built: 1985,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 61 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 32 (year 2022),  Features Intersected: Creek,  Facility Carried by Structure: Bent Tree Court
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2249,  Location: 0.10 m No. SH 10 (Lat: 34.811728,  Lng: -92.476650),  Route carried "on" structure: City street 59236,  Year Built: 2003,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 13 (year 2023),  Features Intersected: Creek,  Facility Carried by Structure: Valley Ranch Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 10.7m (35.1ft),  Out-to-Out Width: 14.6m (47.9ft)

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

Find on map >>   Show street view

Structure Number: 22491,  Location: 0.2 M No Hwy 10 (Lat: 34.813650,  Lng: -92.461989),  Route carried "on" structure: City street 7615,  Year Built: 2003,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 449 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 648 (year 2023),  Design Load: HS 20,  Features Intersected: Creek,  Facility Carried by Structure: Buckland Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 22542,  Location: 1.6 M. No. Saline Co. (Lat: 34.650628,  Lng: -92.363408),  Route carried "on" structure: City street 10810,  Year Built: 2002,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 6,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,500 (year 2032),  Design Load: HS 20,  Features Intersected: Smith Creek,  Facility Carried by Structure: Chicot Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 22543,  Location: 1.4 MI S Baseline (Lat: 34.650119,  Lng: -92.345358),  Route carried "on" structure: City street 22260,  Year Built: 2002,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,900 (year 2038),  Design Load: HS 20,  Features Intersected: Smith Creek,  Facility Carried by Structure: Geyer Springs Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.325,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 22544,  Location: .05 M No SH10 (Lat: 34.804081,  Lng: -92.457975),  Route carried "on" structure: City street 30210,  Year Built: 2002,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,158 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 389 (year 2022),  Features Intersected: LITTLE MAUMELLE RELIEF,  Facility Carried by Structure: KATTILLIUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 35.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 22698,  Location: 1.5 M S. Frazier Pike (Lat: 34.697997,  Lng: -92.196058),  Route carried "on" structure: County highway 448,  Year Built: 2003,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 90 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 100 (year 2038),  Features Intersected: Fourche Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 2,  Owner: County 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)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021

Find on map >>   Show street view

Structure Number: 227,  Location: 2.86 M N Kanis (Lat: 34.784331,  Lng: -92.539861),  Route carried "on" structure: County highway 122,  Year Built: 2003,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 512 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 32 (year 2023),  Design Load: HS 20,  Features Intersected: Alneta Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.603,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 22701,  Location: 0.40 M NW SH 5 (Lat: 34.707219,  Lng: -92.386331),  Route carried "on" structure: City street 57837,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 276 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 648 (year 2024),  Features Intersected: Creek,  Facility Carried by Structure: Timberland Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: 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: 22816,  Location: .25 M No. SH10 (Lat: 34.812103,  Lng: -92.467847),  Route carried "on" structure: City street 10557,  Year Built: 2004,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 259 (year 2024),  Features Intersected: Creek,  Facility Carried by Structure: Chenonceau Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 22818,  Location: 0.4 M N 36th Street (Lat: 34.726858,  Lng: -92.369556),  Route carried "on" structure: City street 6320,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 878 (year 2018),  Average Future Daily Traffic: 65 (year 2024),  Features Intersected: Romine Ditch,  Facility Carried by Structure: Boyd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 22819,  Location: 0.15 M E Chenal Blvd. (Lat: 34.763942,  Lng: -92.452278),  Route carried "on" structure: City street 1971,  Year Built: 2000,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 125 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,296 (year 2024),  Features Intersected: Branch Rock Creek,  Facility Carried by Structure: Ar. Systems Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 35.4 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 22861,  Location: 3.94 M E SH365 (Lat: 34.660061,  Lng: -92.194639),  Route carried "on" structure: County highway 285,  Year Built: 2004,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 160 (year 2018),  Average Future Daily Traffic: 123 (year 2024),  Features Intersected: Branch of Fourche Bayou,  Facility Carried by Structure: Harper Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.341,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: 22863,  Location: 0.01 M West of Hinson Rd. (Lat: 34.778439,  Lng: -92.424658),  Route carried "on" structure: City street 16421,  Year Built: 2005,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 2,634 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2025),  Features Intersected: Creek,  Facility Carried by Structure: Dorado Beach Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: December 2020

Find on map >>   Show street view

Structure Number: 22864,  Location: 0.10 M So. Mossey Cr. Dr. (Lat: 34.730589,  Lng: -92.421831),  Route carried "on" structure: City street 56556,  Year Built: 2005,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 3,789 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 65 (year 2025),  Features Intersected: Brodie Creek,  Facility Carried by Structure: Sweetgrass Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

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: High priority of corrective action,  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: September 2021

Find on map >>   Show street view

Structure Number: 22865,  Location: 0.12 M So. Mossey Cr. Dr. (Lat: 34.729861,  Lng: -92.421381),  Route carried "on" structure: City street 56556,  Year Built: 2005,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 3,789 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 648 (year 2025),  Features Intersected: Payne Branch,  Facility Carried by Structure: Sweetgrass Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  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: High priority of corrective action,  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: September 2021

Find on map >>   Show street view

Structure Number: 22933,  Location: 0.3 M So. Col. Glenn (Lat: 34.726722,  Lng: -92.477608),  Route carried "on" structure: County highway 28,  Year Built: 2005,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2038),  Features Intersected: McHenry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021

Find on map >>   Show street view

Structure Number: 2302,  Location: Hindman Park (Lat: 34.696339,  Lng: -92.360950),  Route carried "on" structure: City street 7340,  Year Built: 2006,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 17 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 111 (year 2007),  Features Intersected: Fourche Creek,  Facility Carried by Structure: Brookview Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 23021,  Location: 0.10 M So. SH 10 (Lat: 34.796856,  Lng: -92.414892),  Route carried "on" structure: City street 51080,  Year Built: 2006,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 648 (year 2026),  Features Intersected: Ison Creek,  Facility Carried by Structure: Sam Peck Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  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: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.9m (55.4ft)

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

Find on map >>   Show street view

Structure Number: 23022,  Location: 0.12 M No. SH 10 (Lat: 34.811397,  Lng: -92.473847),  Route carried "on" structure: City street 41510,  Year Built: 2006,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 256 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 264 (year 2004),  Features Intersected: Little Maumelle Relief,  Facility Carried by Structure: North Ridge Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very 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,  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

Find on map >>   Show street view

Structure Number: 23023,  Location: 1.9 M W of I-430 (Lat: 34.707306,  Lng: -92.430192),  Route carried "on" structure: County highway 26,  Year Built: 2006,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,296 (year 2007),  Design Load: HS 20,  Features Intersected: McHenry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature 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: 23024,  Location: 100 Ft E MLK Blvd (Lat: 34.725989,  Lng: -92.289189),  Route carried "on" structure: City street 64760,  Year Built: 2007,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 270 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,036 (year 2007),  Features Intersected: Swaggerty Branch,  Facility Carried by Structure: 24th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: 0.3m (1.0ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: April 2020

Find on map >>   Show street view

Structure Number: 23121,  Location: Kanis at Walnut Grove Rd (Lat: 34.770778,  Lng: -92.514511),  Route carried "on" structure: County highway 38,  Year Built: 2008,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 875 (year 2007),  Design Load: HS 20,  Features Intersected: Fletcher Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.091,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2021,  Critical Feature 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: 23334,  Location: 0.24 Mi South Kanis Rd (Lat: 34.740747,  Lng: -92.427667),  Route carried "on" structure: City street 63450,  Year Built: 2010,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 3,269 (year 2018),  Average Future Daily Traffic: 125 (year 2030),  Features Intersected: Panther Creek,  Facility Carried by Structure: Woodlands Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 23381,  Location: 0.05 N Kanis RD. (Lat: 34.760889,  Lng: -92.461553),  Route carried "on" structure: City street 47513,  Year Built: 2010,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2030),  Features Intersected: Rock Creek Branch,  Facility Carried by Structure: Rahling Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 23 degrees,  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: 1.6m (5.2ft),  Right: 0.2m (0.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 2349,  Location: 4.22 South of Hwy10 (Lat: 34.780239,  Lng: -92.554339),  Route carried "on" structure: County highway 41,  Year Built: 2011,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,167 (year 2007),  Design Load: HL 93,  Features Intersected: Little Maumelle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.791,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 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: 23516,  Location: .02 MI. South of Chenal (Lat: 34.755719,  Lng: -92.451019),  Route carried "on" structure: City street 31180,  Year Built: 2011,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 3,586 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: Kirk RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Good,  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: 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: October 2021

Find on map >>   Show street view

Structure Number: 23517,  Location: 0.8 MI. South of Kanis (Lat: 34.735331,  Lng: -92.431442),  Route carried "on" structure: City street 63487,  Year Built: 2012,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 725 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Features Intersected: BRODIE CREEK,  Facility Carried by Structure: Overcreek Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.4m (34.1ft)

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 desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 23717,  Location: 0.2 M E Chenal Dr (Lat: 34.810478,  Lng: -92.481419),  Route carried "on" structure: City street 5140,  Year Built: 2014,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 772 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 56 (year 2034),  Features Intersected: Creek,  Facility Carried by Structure: Bishop Place
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Very 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,  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

Find on map >>   Show street view

Structure Number: 23718,  Location: 0.25 W Ferndale (Lat: 34.779778,  Lng: -92.559022),  Route carried "on" structure: County highway 38,  Year Built: 2014,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 2,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2034),  Design Load: HL 93,  Features Intersected: McFadden Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.596,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 23721,  Location: .5 M SE of Taylor Loop (Lat: 34.787078,  Lng: -92.426908),  Route carried "on" structure: City street 26610,  Year Built: 2014,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2033),  Features Intersected: El Dorado Ditch,  Facility Carried by Structure: Hinson Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: December 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 23841,  Location: 0.3 Mi N of Hwy 10 (Lat: 34.805161,  Lng: -92.438000),  Route carried "on" structure: City street 60920,  Year Built: 2017,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2037),  Design Load: HL 93,  Features Intersected: Ison Creek,  Facility Carried by Structure: Waterside Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: 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: 23931,  Location: .5 Mi W Ferndale (Lat: 34.782839,  Lng: -92.566431),  Route carried "on" structure: County highway 38,  Year Built: 2017,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: HL 93,  Features Intersected: Little Maumelle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.384,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Febuary 2021,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing