Bridge Statistics for Shreveport, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 40900480205491,  Location: 5.29 MI NORTH OF I-20 (Lat: 32.516400,  Lng: -93.972200),  Route carried "on" structure: State highway 169,  Year Built: 1999,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,596 (year 2036),  Design Load: HS 20,  Features Intersected: PAW PAW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.467,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900480206911,  Location: 6.7 MI NORTH OF I-20 (Lat: 32.534819,  Lng: -93.973100),  Route carried "on" structure: State highway 169,  Year Built: 1966,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,596 (year 2036),  Design Load: HS 20,  Features Intersected: PINEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.519,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 11.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $473,000,  Total Project Cost: $709,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40900530807631,  Location: 2.6 MI SOUTH OF LA 175 (Lat: 32.314969,  Lng: -93.586700),  Route carried "on" structure: State highway 1,  Year Built: 1956,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,700 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,310 (year 2036),  Design Load: HS 20,  Features Intersected: PRAIRIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.162,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 22.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $494,000,  Total Project Cost: $741,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40900530811781,  Location: 1.5 MI NORTH OF LA 175 (Lat: 32.356819,  Lng: -93.635619),  Route carried "on" structure: State highway 1,  Year Built: 1956,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,310 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.253,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530902141,  Location: 2.15 MI NORTH OF LA 523 (Lat: 32.428611,  Lng: -93.709900),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 11,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,071 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.454,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 53-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $496,000,  Total Project Cost: $744,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530902142,  Location: 2.15 MI NORTH OF LA 523 (Lat: 32.428919,  Lng: -93.710300),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 11,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,071 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.116,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 53-09-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $496,000,  Total Project Cost: $744,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530902621,  Location: .3 MI NORTH OF LA 526 (Lat: 32.434850,  Lng: -93.713500),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 11,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,071 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.225,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 53-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $494,000,  Total Project Cost: $741,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530902622,  Location: .3 MI NORTH OF LA 526 (Lat: 32.435189,  Lng: -93.714000),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 11,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,071 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.342,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 53-09-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $494,000,  Total Project Cost: $741,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530903791,  Location: .5 MI NORTH OF LA 511 (Lat: 32.449689,  Lng: -93.721800),  Route carried "on" structure: State highway 1,  Year Built: 1956,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 22,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,786 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.046,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 53-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530908035,  Location: 2.3 MI NORTH OF LA 3032 (Lat: 32.504289,  Lng: -93.736700),  Route carried "on" structure: Ramp County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,570 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,091 (year 2036),  Design Load: HS 20,  Features Intersected: LA 1 S.BOUND,  Facility Carried by Structure: HIGHLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $390,000,  Total Project Cost: $585,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40900530908341,  Location: 2.6 MI NORTH OF LA 3032 (Lat: 32.505919,  Lng: -93.737700),  Route carried "on" structure: State highway 1,  Year Built: 1954,  Status: Posted for load,  Structure Length: 57.88m (189.90ft),  Average Daily Traffic: 12,850 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,549 (year 2036),  Design Load: HS 20,  Features Intersected: KCS RR/JONES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.282,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 53-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Number Of Approach Spans: 13,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 57.88m (189.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $4,937,000,  Total Project Cost: $7,405,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530908342,  Location: 2.6 MI NORTH OF LA 3032 (Lat: 32.509481,  Lng: -93.743039),  Route carried "on" structure: State highway 1,  Year Built: 1983,  Status: Open,  Structure Length: 58.19m (190.91ft),  Average Daily Traffic: 12,850 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,549 (year 2036),  Design Load: HS 20,  Features Intersected: JONES ST/KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.687,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 53-09-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.3 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530908941,  Location: .5 MI NORTH OF I-20 (Lat: 32.512439,  Lng: -93.744300),  Route carried "on" structure: US 71,  Year Built: 1937,  Status: Posted for load,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,444 (year 2036),  Design Load: HS 20,  Features Intersected: ICG RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.231,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 53-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Bridge Improvement Cost: $699,000,  Total Project Cost: $1,048,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40900530908942,  Location: .5 MI NORTH OF I-20 (Lat: 32.512550,  Lng: -93.745950),  Route carried "on" structure: US 71,  Year Built: 1940,  Status: Posted for load,  Structure Length: 17.83m (58.50ft),  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,444 (year 2036),  Design Load: H 15,  Features Intersected: ICG RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.262,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 53-09-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 7,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 18.59m (60.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,586,000,  Total Project Cost: $2,379,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900530908944,  Location: .5 MI NORTH OF I-20 (Lat: 32.512481,  Lng: -93.746069),  Route carried "on" structure: ServiceUS 71,  Year Built: 1940,  Status: Posted for load,  Structure Length: 17.83m (58.50ft),  Average Daily Traffic: 4,480 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,074 (year 2036),  Design Load: H 15,  Features Intersected: ICG RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.262,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 7,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Serious,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 18.59m (60.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,586,000,  Total Project Cost: $2,379,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900780402091,  Location: 2.09 MI NORTH OF US 71 (Lat: 32.602050,  Lng: -93.836400),  Route carried "on" structure: State highway 538,  Year Built: 1980,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,500 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,734 (year 2036),  Design Load: HS 20,  Features Intersected: MCCAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.373,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900780410431,  Location: 4.52 MI N OF LA 173 (Lat: 32.659800,  Lng: -93.950300),  Route carried "on" structure: State highway 538,  Year Built: 1999,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 640 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 778 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.742,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40900940101771,  Location: 0.20 MI E JCT LA 3094 (Lat: 32.511261,  Lng: -93.776600),  Route carried "on" structure: State highway 173,  Year Built: 1983,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,216 (year 2036),  Design Load: HS 20,  Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.836,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900940107421,  Location: 5.7 MI EAST OF LA 3094 (Lat: 32.551639,  Lng: -93.843700),  Route carried "on" structure: State highway 173,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,490 (year 2036),  Design Load: HS 20,  Features Intersected: LOGAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.212,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900970106711,  Location: 6.71 MI S OF US 78-80 (Lat: 32.356761,  Lng: -93.946100),  Route carried "on" structure: State highway 169,  Year Built: 1999,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 2,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,832 (year 2036),  Design Load: HS 20,  Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.779,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900970106871,  Location: 6.87 MI S OF US 79-80 (Lat: 32.355119,  Lng: -93.944100),  Route carried "on" structure: State highway 169,  Year Built: 1999,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,832 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900970116911,  Location: 7.0 MI EAST OF LA 169 (Lat: 32.371189,  Lng: -93.851900),  Route carried "on" structure: State highway 525,  Year Built: 1969,  Status: Posted for load,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 10,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,390 (year 2036),  Design Load: H 15,  Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.169,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $572,000,  Total Project Cost: $858,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40900970117051,  Location: 3.0 MI WEST OF US 71 (Lat: 32.372811,  Lng: -93.850400),  Route carried "on" structure: State highway 525,  Year Built: 1969,  Status: Posted for load,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 10,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,390 (year 2036),  Design Load: HS 20,  Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.399,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 15.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 12.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2020,  Bridge Improvement Cost: $522,000,  Total Project Cost: $783,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40900970118541,  Location: 1.50 MI. W. OF US 171 (Lat: 32.386331,  Lng: -93.831400),  Route carried "on" structure: State highway 525,  Year Built: 1986,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,390 (year 2036),  Design Load: HS 20,  Features Intersected: GILMER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.781,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40900970119211,  Location: 0.61 MI. E OF US 171 (Lat: 32.391089,  Lng: -93.821400),  Route carried "on" structure: State highway 525,  Year Built: 2003,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 10,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,390 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.856,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020106711,  Location: 0.1 MI E JCT LA 3132 (Lat: 32.441989,  Lng: -93.839700),  Route carried "on" structure: State highway 511,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,800 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,664 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.585,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020106901,  Location: 0.3 MI EAST LA 3132 (Lat: 32.441211,  Lng: -93.837500),  Route carried "on" structure: State highway 511,  Year Built: 1984,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,800 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,664 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.821,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020109681,  Location: 3.0 MI EAST OF LA 3132 (Lat: 32.442050,  Lng: -93.800600),  Route carried "on" structure: State highway 511,  Year Built: 1963,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 11,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,216 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.849,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $175,000,  Total Project Cost: $262,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020110631,  Location: 4.0 MI EAST OF LA 3132 (Lat: 32.441969,  Lng: -93.784650),  Route carried "on" structure: State highway 511,  Year Built: 1963,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 13,800 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,520 (year 2036),  Design Load: HS 20,  Features Intersected: BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 102-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $175,000,  Total Project Cost: $262,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020200031,  Location: .03 MI EAST OF US 171 (Lat: 32.441911,  Lng: -93.780500),  Route carried "on" structure: State highway 511,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 13,800 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,520 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 102-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020202981,  Location: .8 MI EAST OF LA 523 (Lat: 32.443431,  Lng: -93.731000),  Route carried "on" structure: State highway 511,  Year Built: 1963,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 19,700 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,246 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU PIERRE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.714,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 102-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020203361,  Location: 1.2 MI EAST OF LA 523 (Lat: 32.443419,  Lng: -93.724600),  Route carried "on" structure: State highway 511,  Year Built: 1936,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 19,700 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,246 (year 2036),  Design Load: HS 20,  Features Intersected: SAND BEACH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.320,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 102-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40901020204571,  Location: .6 MI EAST OF LA 1 (Lat: 32.445450,  Lng: -93.704000),  Route carried "on" structure: State highway 511,  Year Built: 1969,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,800 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,724 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.294,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 102-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40904200101521,  Location: 1.52 MI EAST OF LA1 (Lat: 32.490011,  Lng: -93.701600),  Route carried "on" structure: State highway 3032,  Year Built: 1972,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 82.05m (269.19ft),  Average Daily Traffic: 14,900 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,478 (year 2036),  Design Load: HS 20,  Features Intersected: RED RIVER,FANT/PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 420-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40904200101522,  Location: 0.31 MILES WEST OF US 71 (Lat: 32.495350,  Lng: -93.695700),  Route carried "on" structure: State highway 3032,  Year Built: 2008,  Status: Open,  Structure Length: 83.33m (273.39ft),  Average Daily Traffic: 14,900 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,478 (year 2036),  Design Load: HS 20,  Features Intersected: RED RIVER,FANT&TEAGUE PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.510,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 420-02-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.5m (54.1ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 17,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40904270100851,  Location: 1.2 MI. E. OF I-20 (Lat: 32.443900,  Lng: -93.842939),  Route carried "on" structure: State highway 3132,  Year Built: 1984,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 480 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,664 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 102-01-N,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40904270100941,  Location: 1.0 MI. E. OF I-20 (Lat: 32.442481,  Lng: -93.842200),  Route carried "on" structure: State highway 3132,  Year Built: 1994,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 23,800 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 32,992 (year 2036),  Design Load: HS 20,  Features Intersected: LA 511
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.527,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 427-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40904270100942,  Location: 4.4 MI. W OF US 171 (Lat: 32.441800,  Lng: -93.841811),  Route carried "on" structure: State highway 3132,  Year Built: 1994,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 23,800 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 32,992 (year 2036),  Design Load: HS 20,  Features Intersected: LA 511
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.859,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 427-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40904270102731,  Location: 1.8 MI. E. OF LA 511 (Lat: 32.419450,  Lng: -93.830900),  Route carried "on" structure: State highway 3132,  Year Built: 1984,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 23,800 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 32,992 (year 2036),  Design Load: HS 20,  Features Intersected: T. & P. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.408,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 427-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place