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


  • National Bridge Inventory (NBI) Statistics
  • 597Number of bridges
  • 16,152ft / 4,923mTotal length
  • $170,149,000Total costs
  • 10,099,910Total average daily traffic
  • 802,012Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Shreveport
  • No street view available for this location

New bridges in Shreveport, LA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21930-1939
  • 31940-1949
  • 231950-1959
  • 781960-1969
  • 681970-1979
  • 921980-1989
  • 901990-1999
  • 202000-2009
  • 242010-2019
  • 42020-2022
Reconstructed bridges in Shreveport, LA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 41970-1979
  • 71980-1989
  • 51990-1999
  • 02000-2009
  • 22010-2019
Average Bridge Daily Traffic in Shreveport, LA
Average Bridge Truck Traffic in Shreveport, LA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.4%Very good
  • 42.2%Good
  • 35.8%Satisfactory
  • 13.1%Fair
  • 2.9%Poor
  • 0.6%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.1%Very good
  • 41.2%Good
  • 34.5%Satisfactory
  • 13.4%Fair
  • 3.2%Poor
  • 2.2%Serious
  • 0.3%Critical
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 3.5%Very good
  • 36.7%Good
  • 37.7%Satisfactory
  • 16.3%Fair
  • 2.9%Poor
  • 2.9%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 26.9%Very good
  • 33.5%Good
  • 32.2%Satisfactory
  • 7.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 12.0%Very good
  • 38.0%Good
  • 48.9%Satisfactory
  • 1.1%Fair
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Structure Number: 40904513005622,  Location: 5.4 MI NORTH OF I-20 (Lat: 32.528700,  Lng: -93.802500),  Route carried "on" structure: Interstate 220,  Year Built: 1979,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 35,800 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 48,285 (year 2036),  Design Load: HS 20,  Features Intersected: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 451-30-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.5 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: 30.5 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: 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,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904513007791,  Location: I-220 OVER US 71 (Lat: 32.553731,  Lng: -93.781700),  Route carried "on" structure: Interstate 220,  Year Built: 1979,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 35,800 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 48,285 (year 2036),  Design Load: HS 20,  Features Intersected: US 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.505,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-30-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 26.9 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,130,000,  Total Project Cost: $1,695,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904513007792,  Location: I-220 OVER US 71 (Lat: 32.554619,  Lng: -93.781200),  Route carried "on" structure: Interstate 220,  Year Built: 1979,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 35,800 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 48,285 (year 2036),  Design Load: HS 20,  Features Intersected: US 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.703,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-30-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 24.6 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: 19.1 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,130,000,  Total Project Cost: $1,695,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550800001,  Location: 4.0 MI S OF LA 526 INTG (Lat: 32.339139,  Lng: -93.751589),  Route carried "on" structure: Interstate 49,  Year Built: 1989,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 29,736 (year 2036),  Design Load: HS 20,  Features Intersected: CYRPESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550800002,  Location: 4.0 MI S OF LA 526 INTR (Lat: 32.340681,  Lng: -93.751961),  Route carried "on" structure: Interstate 49,  Year Built: 1989,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 29,736 (year 2036),  Design Load: HS 20,  Features Intersected: CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.976,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550800441,  Location: 3.6 M S OF LA 526 INTR (Lat: 32.345489,  Lng: -93.751600),  Route carried "on" structure: Interstate 49,  Year Built: 1989,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 29,736 (year 2036),  Design Load: HS 20,  Features Intersected: CYPRESS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.703,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550800442,  Location: 3.6 M S OF LA 526 INTR (Lat: 32.345981,  Lng: -93.751900),  Route carried "on" structure: Interstate 49,  Year Built: 1989,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 29,736 (year 2036),  Design Load: HS 20,  Features Intersected: CYPRESS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.389,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550801181,  Location: 2.97 MI SOUTH OF LA 526 (Lat: 32.356300,  Lng: -93.752450),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 42,000 (year 2015),  Average Future Daily Traffic: 49,560 (year 2036),  Design Load: HS 20,  Features Intersected: I-49,  Facility Carried by Structure: SOUTHERN LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.886,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 40904550802281,  Location: 1.8 M S OF LA 526 INTR (Lat: 32.372261,  Lng: -93.751700),  Route carried "on" structure: Interstate 49,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 42,000 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 49,560 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.671,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 74.4m (244.1ft)

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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550802581,  Location: 1.5 M SO OF LA 526 INTR (Lat: 32.376581,  Lng: -93.751400),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 4,200 (year 2015),  Average Future Daily Traffic: 4,956 (year 2036),  Design Load: HS 20,  Features Intersected: I-49 UNDER MAYO ROAD,  Facility Carried by Structure: MAYO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.142,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 74.4m (244.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Superior 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: 40904550803571,  Location: 0.5 M S OF LA 526 INTR (Lat: 32.390931,  Lng: -93.751400),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 4,200 (year 2015),  Average Future Daily Traffic: 4,956 (year 2036),  Design Load: HS 20,  Features Intersected: I-49 UNDR FLOURNOY-LUCAS,  Facility Carried by Structure: FLOURNOY LUCAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.734,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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
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Structure Number: 40904550804051,  Location: 1.35M SOUTH OF LA3132 INT (Lat: 32.397861,  Lng: -93.751700),  Route carried "on" structure: Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 29,736 (year 2036),  Design Load: HS 20,  Features Intersected: LA 526 INT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.508,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550804052,  Location: 1.35M SOUTH OF LA3132 INT (Lat: 32.398900,  Lng: -93.752100),  Route carried "on" structure: Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 29,736 (year 2036),  Design Load: HS 20,  Features Intersected: LA 526 INT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.523,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.2 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: 21.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805237,  Location: RAMP SE AT LA 3132 INTG (Lat: 32.414731,  Lng: -93.750800),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 69.01m (226.41ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,932 (year 2036),  Design Load: HS 20,  Features Intersected: ST VINCENT & KCS R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805276,  Location: RAMP WS AT LA 3132 INTG (Lat: 32.418150,  Lng: -93.752100),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 27.74m (91.01ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,932 (year 2036),  Design Load: HS 20,  Features Intersected: MT ZION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.517,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805287,  Location: RAMP SW AT LA 3132 INTG (Lat: 32.415450,  Lng: -93.750561),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 68.82m (225.79ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,932 (year 2036),  Design Load: HS 20,  Features Intersected: RAMPS ES & WN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 13,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805326,  Location: RAMP ES AT LA 3132 INTG (Lat: 32.419281,  Lng: -93.746300),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 68.95m (226.21ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,932 (year 2036),  Design Load: HS 20,  Features Intersected: I-49 & KCS R/R
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.093,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 13,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805401,  Location: 1.35M NORTH OF LA 526 (Lat: 32.417100,  Lng: -93.750300),  Route carried "on" structure: Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 74.22m (243.50ft),  Average Daily Traffic: 29,250 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 29,594 (year 2036),  Design Load: HS 20,  Features Intersected: LA 3132/RAMPS/T&P RR
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 8.658,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 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 desirable criteria,  Underclear: Equal to present minimum 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: 40904550805402,  Location: 1.35M NORTH OF LA 526 (Lat: 32.423661,  Lng: -93.749900),  Route carried "on" structure: Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 71.93m (235.99ft),  Average Daily Traffic: 29,250 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,126 (year 2036),  Design Load: HS 20,  Features Intersected: LA 3132/RAMPS/T&P RR
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 8.739,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Equal to present minimum 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: 40904550805705,  Location: 1.65M NORTH OF LA 526 INT (Lat: 32.418781,  Lng: -93.752700),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 62.15m (203.90ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,932 (year 2036),  Design Load: HS 20,  Features Intersected: I-49/RAMPS/KCS RR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.121,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 7,  Length of Maximum Span: 69.2m (227.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805758,  Location: 1.35M NORTH OF LA 526 (Lat: 32.422089,  Lng: -93.749861),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 63.70m (208.99ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,021 (year 2036),  Design Load: HS 20,  Features Intersected: RAMPS/T&P RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.303,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 13,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805858,  Location: 1.40M NORTH OF LA 526 INT (Lat: 32.423469,  Lng: -93.750100),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 47.37m (155.41ft),  Average Daily Traffic: 5,850 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,021 (year 2036),  Design Load: HS 20,  Features Intersected: T & P R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550805865,  Location: 1.81M NORTH OF LA 526 INT (Lat: 32.419089,  Lng: -93.745419),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 67.73m (222.21ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,932 (year 2036),  Design Load: HS 20,  Features Intersected: KCS/T&P RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550806111,  Location: 1.9 MI NORTH OF LA 526 (Lat: 32.426989,  Lng: -93.751600),  Route carried "on" structure: Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 121.49m (398.59ft),  Average Daily Traffic: 29,250 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,126 (year 2036),  Design Load: HS 20,  Features Intersected: CITY STS/KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.830,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 41,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550806112,  Location: 0.5 MI NORTH OF LA 3132 (Lat: 32.437219,  Lng: -93.756100),  Route carried "on" structure: Interstate 49,  Year Built: 1991,  Status: Open,  Structure Length: 121.49m (398.59ft),  Average Daily Traffic: 29,250 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,126 (year 2036),  Design Load: HS 20,  Features Intersected: CITY STS/KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.108,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 42,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550807191,  Location: I-49 OVER LA 511 (Lat: 32.441761,  Lng: -93.756300),  Route carried "on" structure: Interstate 49,  Year Built: 1993,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 29,250 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,126 (year 2036),  Design Load: HS 20,  Features Intersected: LA 511
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.542,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum 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: 40904550807192,  Location: I-49 OVER LA 511 (Lat: 32.442089,  Lng: -93.756600),  Route carried "on" structure: Interstate 49,  Year Built: 1993,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 29,250 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,126 (year 2036),  Design Load: HS 20,  Features Intersected: LA 511
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.568,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  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: 40904550807631,  Location: I-49 @ 63RD ST (Loc Rd) (Lat: 32.448400,  Lng: -93.756500),  Route carried "on" structure: Interstate 49,  Year Built: 1988,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 31,000 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 43,896 (year 2036),  Design Load: HS 20,  Features Intersected: I-49 OVER 63RD. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.279,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 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: Equal to present minimum 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: 40904550807632,  Location: I-49 @ 63RD ST (Loc Rd) (Lat: 32.448639,  Lng: -93.756800),  Route carried "on" structure: Interstate 49,  Year Built: 1988,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 31,000 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 43,896 (year 2036),  Design Load: HS 20,  Features Intersected: I-49 OVER 63RD. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.840,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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: Equal to present minimum 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: 40904550808131,  Location: 0.9 M. N. OF LA 511 (Lat: 32.455131,  Lng: -93.756500),  Route carried "on" structure: Interstate 49,  Year Built: 1993,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 31,000 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 43,896 (year 2036),  Design Load: HS 20,  Features Intersected: HOLLYWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.024,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550808132,  Location: 0.9 MI N. OF LA 511 (Lat: 32.455769,  Lng: -93.756800),  Route carried "on" structure: Interstate 49,  Year Built: 1993,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 31,000 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 43,896 (year 2036),  Design Load: HS 20,  Features Intersected: HOLLYWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.050,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior 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: 40904550809081,  Location: 1.9 MILES N. OF LA 511 (Lat: 32.469089,  Lng: -93.755200),  Route carried "on" structure: Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 36,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,834 (year 2036),  Design Load: HS 20,  Features Intersected: OCKLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.587,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present minimum 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: 40904550809082,  Location: 1.9 MILES N. OF LA 511 (Lat: 32.469339,  Lng: -93.755500),  Route carried "on" structure: Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 36,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,834 (year 2036),  Design Load: HS 20,  Features Intersected: OCKLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.531,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550809761,  Location: 2.58 M. NORTH OF LA 511 (Lat: 32.478911,  Lng: -93.754900),  Route carried "on" structure: Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 36,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,834 (year 2036),  Design Load: HS 20,  Features Intersected: ST. VINCENT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.675,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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: 40904550809762,  Location: 2.58 M. NORTH OF LA 511 (Lat: 32.479100,  Lng: -93.755200),  Route carried "on" structure: Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 36,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,834 (year 2036),  Design Load: HS 20,  Features Intersected: ST. VINCENT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.448,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $505,000,  Total Project Cost: $757,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550809766,  Location: 2.58 M. NORTH OF LA 511 (Lat: 32.478889,  Lng: -93.754900),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 7,300 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,472 (year 2036),  Design Load: HS 20,  Features Intersected: ST. VINCENT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.673,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Underclear: 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: 40904550809767,  Location: 2.58 M. NORTH OF LA 511 (Lat: 32.478900,  Lng: -93.754700),  Route carried "on" structure: Ramp Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 7,300 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,472 (year 2036),  Design Load: HS 20,  Features Intersected: ST. VINCENT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: 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,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550809911,  Location: 3.41 MI. N. OF LA 511 (Lat: 32.481061,  Lng: -93.754900),  Route carried "on" structure: Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 36,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,834 (year 2036),  Design Load: HS 20,  Features Intersected: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.915,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 76.8m (252.0ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550809912,  Location: 3.41 MI. N. OF LA 511 (Lat: 32.482589,  Lng: -93.755200),  Route carried "on" structure: Interstate 49,  Year Built: 1994,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 36,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,834 (year 2036),  Design Load: HS 20,  Features Intersected: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.062,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904550810451,  Location: .54 M. NO OF US 80 (Lat: 32.488889,  Lng: -93.755000),  Route carried "on" structure: Interstate 49,  Year Built: 1993,  Status: Open,  Structure Length: 104.76m (343.70ft),  Average Daily Traffic: 34,900 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 48,852 (year 2036),  Design Load: HS 20,  Features Intersected: US 79 & 80, I-20 & KCS R
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 16.782,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes (Inventory Route: 455-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 33,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 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,  Underclear: High priority of corrective action,  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: 40904550810452,  Location: .54 M. NO OF US 80 (Lat: 32.497181,  Lng: -93.760100),  Route carried "on" structure: Interstate 49,  Year Built: 1993,  Status: Open,  Structure Length: 104.76m (343.70ft),  Average Daily Traffic: 34,900 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 48,852 (year 2036),  Design Load: HS 20,  Features Intersected: US79-80, I20 & RRS
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes (Inventory Route: 455-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 32,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: High priority of corrective action,  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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