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

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Structure Number: 22724,  Location: 2.19 MI. E. JCT. S.H. 237 (Lat: 33.456281,  Lng: -93.942889),  Route carried "on" structure: County highway 25,  Year Built: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 160 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 440 (year 2009),  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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,  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: December 2021

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Structure Number: 22918,  Location: 1.28 MI.E. OF STATE LINE (Lat: 33.460664,  Lng: -94.020997),  Route carried "on" structure: City street 1970,  Year Built: 1970,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,000 (year 2038),  Features Intersected: NIX CREEK (CITY),  Facility Carried by Structure: ARK. BLVD.-C -1.28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 2.4m (7.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 23089,  Location: 0.1M. S.JCT.SH 82& COOPER (Lat: 33.429103,  Lng: -93.999717),  Route carried "on" structure: City street 12905,  Year Built: 1994,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,200 (year 2038),  Design Load: H 20,  Features Intersected: CREEK (CITY),  Facility Carried by Structure: COOPER TIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 23233,  Location: .30 M E US HWY 71 S (Lat: 33.427258,  Lng: -94.029189),  Route carried "on" structure: City street 46600,  Year Built: 2008,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 165 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,633 (year 2027),  Features Intersected: NIX CREEK (CITY),  Facility Carried by Structure: PRESTON ST -B-0.04
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  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: 6,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 23683,  Location: 0.61 MI WEST S. ST. LINE (Lat: 33.387700,  Lng: -94.032200),  Route carried "on" structure: City street 45130,  Year Built: 2014,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 184 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 208 (year 2007),  Design Load: HL 93,  Features Intersected: ADAMS CREEK (CITY),  Facility Carried by Structure: PHILLIPS LANE 0.61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 23975,  Location: 0.5 M S Jct I-49 (Lat: 33.511667,  Lng: -94.010686),  Route carried "on" structure: City street 51180,  Year Built: 2017,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 52 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 65 (year 2007),  Features Intersected: McKinney Bayou (city),  Facility Carried by Structure: Sanderson lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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: July 2021

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Structure Number: 23976,  Location: 3.95 mi. E. of Jct US 67 (Lat: 33.529478,  Lng: -93.833089),  Route carried "on" structure: County highway 64,  Year Built: 2017,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,030 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 628 (year 2017),  Features Intersected: Gillespie's Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.357,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 24028,  Location: .30 miles west of SH 237 (Lat: 33.395708,  Lng: -93.983947),  Route carried "on" structure: City street 49590,  Year Built: 2019,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 128 (year 2018),  Features Intersected: ROCKY CREEK,  Facility Carried by Structure: Rocky Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: April 2021

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Structure Number: A0602,  Location: 0.2 MI NW JCT SH 237 (Lat: 33.383478,  Lng: -93.996192),  Route carried "on" structure: US 71,  Year Built: 1928,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,504 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2038),  Design Load: H 20,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.204,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 710,  Subroute: 71),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Total Project Cost: $68,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A0603,  Location: 1.4 MI SE JCT 237 SEC O (Lat: 33.353439,  Lng: -93.968122),  Route carried "on" structure: US 71,  Year Built: 1928,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,595 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,642 (year 2028),  Design Load: H 20,  Features Intersected: ADAMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.907,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 710,  Subroute: 71),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Total Project Cost: $68,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A0969,  Location: 1.35 MI. N. OF HWY245 JCT (Lat: 33.407461,  Lng: -94.030364),  Route carried "on" structure: US 71,  Year Built: 1929,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 6,600 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,200 (year 2038),  Design Load: H 20,  Features Intersected: ABANDONED RR-NO RAILS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.436,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Total Project Cost: $517,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3569,  Location: 4.89 MI E JCT US 71 (Lat: 33.494008,  Lng: -93.966058),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 16,128 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,954 (year 2028),  Design Load: H 20,  Features Intersected: MCKINNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.870,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

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

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Structure Number: A357,  Location: 5.63 MI E TEXAS STATE LIN (Lat: 33.501458,  Lng: -93.956958),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 16,128 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,954 (year 2028),  Design Load: H 20,  Features Intersected: PAUPS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.061,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A5631,  Location: JCT US 67 & I 49 (Lat: 33.447489,  Lng: -94.008981),  Route carried "on" structure: Interstate 49,  Year Built: 1976,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 7,982 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,124 (year 2026),  Design Load: HS 20,  Features Intersected: US 67-SEC.01-2.57, RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.171,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.50m (44.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $198,000,  Total Project Cost: $1,201,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A651,  Location: 1.65 MI E JCT US 71 (Lat: 33.415689,  Lng: -94.004761),  Route carried "on" structure: Interstate 49,  Year Built: 1998,  Status: Open,  Structure Length: 41.79m (137.11ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,419 (year 2028),  Design Load: HS 20,  Features Intersected: DIVISION ST/S.P RR/CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.533,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: A6511,  Location: JCT US HWY 82 & I 49 (Lat: 33.430250,  Lng: -94.004300),  Route carried "on" structure: Interstate 49,  Year Built: 1998,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,931 (year 2028),  Design Load: HS 20,  Features Intersected: US HWY 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.159,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A6679,  Location: 0.5 MI W Jct US71 (Lat: 33.386981,  Lng: -94.022061),  Route carried "on" structure: State highway 151,  Year Built: 1999,  Status: Open,  Structure Length: 28.90m (94.82ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,907 (year 2028),  Design Load: HS 20,  Features Intersected: I 49, RAMP W-S; BRANCH
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: A6699,  Location: 1.43 MI.S.I 49&237 INT (Lat: 33.341900,  Lng: -93.976050),  Route carried "on" structure: Interstate 49,  Year Built: 2001,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,458 (year 2028),  Design Load: HS 20,  Features Intersected: Four mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.443,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 490,  Subroute: 49),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: A6701,  Location: 1.25 MI. S. Jct I49 & 71 (Lat: 33.372331,  Lng: -94.009389),  Route carried "on" structure: Interstate 49,  Year Built: 2001,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,091 (year 2028),  Design Load: HS 20,  Features Intersected: CR 44 (UNION ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.239,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 490,  Subroute: 49),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

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

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Structure Number: A6816,  Location: 1.01 MI.E.OF TEX. ST.LINE (Lat: 33.386011,  Lng: -94.026847),  Route carried "on" structure: State highway 151,  Year Built: 2002,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,907 (year 2028),  Design Load: HS 20,  Features Intersected: LINE FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A6817,  Location: 1.93 MI.E. OF TEX.ST.LINE (Lat: 33.393547,  Lng: -94.013886),  Route carried "on" structure: Interstate 49,  Year Built: 2002,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,791 (year 2028),  Design Load: HS 20,  Features Intersected: S.H. 71 SEC. 2 L.M.11.95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.830,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

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

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Structure Number: A7091,  Location: 1.60 MILES N OF I-30 (Lat: 33.502578,  Lng: -93.989578),  Route carried "on" structure: Interstate 49,  Year Built: 2009,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,665 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: McKINNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A7092,  Location: 3.27 MILES N OF I-30 (Lat: 33.516567,  Lng: -94.010100),  Route carried "on" structure: Interstate 49,  Year Built: 2009,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,665 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SANDERSON LN. /C.R.23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.293,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A7103,  Location: 5.22 MI SOUTH OF US 71 (Lat: 33.479450,  Lng: -93.986700),  Route carried "on" structure: Interstate 49,  Year Built: 2010,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 3,600 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 30,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-30-11-3.33
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 58.966,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A7105,  Location: 0.6 Mi N of Jct. I-30 (Lat: 33.488261,  Lng: -93.986989),  Route carried "on" structure: Interstate 49,  Year Built: 2010,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,179 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,300 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SH 296-SEC 0-3.30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.932,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B3569,  Location: 4.89 MI E JCT US 71 (Lat: 33.493939,  Lng: -93.965758),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 16,128 (year 2016),  Truck Traffic: 49%,  Average Future Daily Traffic: 41,600 (year 2038),  Design Load: H 20,  Features Intersected: MCKINNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.870,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B357,  Location: 5.64 MI E TEXAS ST LINE (Lat: 33.501397,  Lng: -93.956658),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 16,128 (year 2016),  Truck Traffic: 49%,  Average Future Daily Traffic: 41,600 (year 2038),  Design Load: H 20,  Features Intersected: PAUPS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.077,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B5631,  Location: JCT US 67 & I 49 (Lat: 33.447639,  Lng: -94.008819),  Route carried "on" structure: Interstate 49,  Year Built: 1976,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 7,982 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 20,800 (year 2038),  Design Load: HS 20,  Features Intersected: US 67SEC.01-2.57, RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.171,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: Equal to present minimum 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B651,  Location: 1.65 M E JCT US HWY 71 (Lat: 33.415689,  Lng: -94.004511),  Route carried "on" structure: Interstate 49,  Year Built: 1998,  Status: Open,  Structure Length: 41.79m (137.11ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,419 (year 2028),  Design Load: HS 20,  Features Intersected: Division St/S P RR/Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.533,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: B6511,  Location: JCT US 82 & I 49 (Lat: 33.430261,  Lng: -94.004061),  Route carried "on" structure: Interstate 49,  Year Built: 1998,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 11,931 (year 2028),  Design Load: HS 20,  Features Intersected: US HWY 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.159,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B6679,  Location: 0.5 MI W Jct US 71 (Lat: 33.386739,  Lng: -94.022161),  Route carried "on" structure: State highway 151,  Year Built: 1999,  Status: Open,  Structure Length: 28.90m (94.82ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,907 (year 2028),  Design Load: HS 20,  Features Intersected: I 49 RAMPW-S; BRANCH
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: B6699,  Location: 1.42 MI.S I 49& 237 INT (Lat: 33.342239,  Lng: -93.976050),  Route carried "on" structure: Interstate 49,  Year Built: 2001,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,458 (year 2028),  Design Load: HS 20,  Features Intersected: Four mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.459,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 490,  Subroute: 49),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: B6701,  Location: 1.25 mi. s. Jct I 49 & 71 (Lat: 33.372331,  Lng: -94.008981),  Route carried "on" structure: Interstate 49,  Year Built: 2001,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,600 (year 2038),  Design Load: HS 20,  Features Intersected: CR 44 (UNION ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.239,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 490,  Subroute: 49),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

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

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Structure Number: B6816,  Location: 1.01 MI.E. OF TEX.ST.LINE (Lat: 33.385800,  Lng: -94.026786),  Route carried "on" structure: State highway 151,  Year Built: 2002,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,500 (year 2038),  Design Load: HS 20,  Features Intersected: LINE FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B6817,  Location: 1.93 MI.E.OF TEX.ST.LINE (Lat: 33.393447,  Lng: -94.013650),  Route carried "on" structure: Interstate 49,  Year Built: 2002,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,791 (year 2028),  Design Load: HS 20,  Features Intersected: US 71 SEC. 2 L.M.11.93
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.830,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B7091,  Location: 1.61 MILES N OF I-30 (Lat: 33.502800,  Lng: -93.989339),  Route carried "on" structure: Interstate 49,  Year Built: 2009,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,665 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: McKINNEY BAYOU
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 61.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: B7092,  Location: 3.27 MILES N OF I-30 (Lat: 33.516872,  Lng: -94.010100),  Route carried "on" structure: Interstate 49,  Year Built: 2009,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,665 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SANDERSON LANE/C.R 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.293,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B7103,  Location: 5.22 MI SOUTH OF US 71 (Lat: 33.479539,  Lng: -93.986297),  Route carried "on" structure: Interstate 49,  Year Built: 2010,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 3,600 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 30,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-30-11-3.33
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 58.966,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.1m (79.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B7105,  Location: 0.6 MILES N. OF JCT.I-30 (Lat: 33.488219,  Lng: -93.986681),  Route carried "on" structure: Interstate 49,  Year Built: 2010,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 1,179 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,300 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SH 296-SEC 0-3.30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.932,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Better than present minimum criteria,  Underclear: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B7203,  Location: TEX. ST. LINE & I30 (Lat: 33.469931,  Lng: -94.043031),  Route carried "on" structure: US 71,  Year Built: 2010,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,442 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: I-30 - SEC. 11 LM 0.001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M1214,  Location: 0.8 MI JCT US 82 & 67 (Lat: 33.438969,  Lng: -94.019078),  Route carried "on" structure: US 67,  Year Built: 1954,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,400 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,038 (year 2028),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.752,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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,  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 2021