Bridge Statistics for Vicksburg, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: SA7500000000048,  Location: SEC 22 T16N R 3E (Lat: 32.342944,  Lng: -90.879361),  Route carried "on" structure: City street 9654,  Year Built: 1910,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,250 (year 2042),  Design Load: HS 20,  Features Intersected: KANSAS CITY SOUTHERN RR,  Facility Carried by Structure: CHERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.460,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $724,000,  Roadway Improvement Cost: $580,000,  Total Project Cost: $1,304,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7500000000049,  Location: SEC 22 T16N R 3E (Lat: 32.344111,  Lng: -90.883722),  Route carried "on" structure: City street 9659,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,250 (year 2042),  Design Load: HS 20,  Features Intersected: KANSAS CITY SOUTHERN RR,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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: 1.36m (4.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $216,000 ( Estimate for 2020)

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Structure Number: SA750000000005,  Location: SEC 22 T16N R 3E (Lat: 32.342750,  Lng: -90.880389),  Route carried "on" structure: City street 7119,  Year Built: 1965,  Status: Posted for load,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 6,930 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,450 (year 2042),  Design Load: HS 20,  Features Intersected: KANSAS CITY SOUTHERN RR,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.040,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  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: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 7.23m (23.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,230,000,  Roadway Improvement Cost: $984,000,  Total Project Cost: $2,214,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA7500000000051,  Location: SEC 22 T16N R 3E (Lat: 32.346131,  Lng: -90.874900),  Route carried "on" structure: City street 6,  Year Built: 1918,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 440 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 660 (year 2043),  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  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: 9.8m (32.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.4 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: 37.9 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $450,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7500000000053,  Location: SEC 22 T16N R 3E (Lat: 32.341667,  Lng: -90.876667),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,320 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2043),  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: EAST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $157,000 ( Estimate for 2021)

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Structure Number: SA7500000000054,  Location: SEC 22 T16N R 3E (Lat: 32.338333,  Lng: -90.875000),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,320 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,980 (year 2043),  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: CHAMBERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $353,000 ( Estimate for 2021)

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Structure Number: SA7500000000056,  Location: SEC 27 T16N R 3E (Lat: 32.328944,  Lng: -90.876389),  Route carried "on" structure: City street 667,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 3,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,950 (year 2043),  Design Load: HS 20,  Features Intersected: HALLS FERRY ROAD,  Facility Carried by Structure: CONFEDERATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.9 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: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $438,000 ( Estimate for 2021)

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Structure Number: SA7500000000057,  Location: SEC 28 T16N R 3E B (Lat: 32.315000,  Lng: -90.863333),  Route carried "on" structure: City street 8,  Year Built: 1975,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,950 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,750 (year 2043),  Design Load: HS 20,  Features Intersected: DURDENS CREEK,  Facility Carried by Structure: WISCONSIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.250,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: SA7500000000059,  Location: SEC 29 T16N R 3E (Lat: 32.331667,  Lng: -90.881667),  Route carried "on" structure: City street 7119,  Year Built: 1921,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,490 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,735 (year 2043),  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: DRUMMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $398,000 ( Estimate for 2021)

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Structure Number: SA750000000006,  Location: SEC 29 T16N R 3E (Lat: 32.333333,  Lng: -90.880000),  Route carried "on" structure: City street 8,  Year Built: 1937,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,025 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,538 (year 2043),  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: BOWMAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.400,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $400,000 ( Estimate for 2021)

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Structure Number: SA7500000000062,  Location: SEC 29 T16N R 3E (Lat: 32.327778,  Lng: -90.887306),  Route carried "on" structure: City street 824,  Year Built: 1927,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 440 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 660 (year 2043),  Design Load: HS 20,  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: NATIONAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.17m (7.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $521,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7500000000063,  Location: SEC 29 T16N R 3E (Lat: 32.326667,  Lng: -90.888333),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 660 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 990 (year 2043),  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: POLK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $407,000 ( Estimate for 2021)

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Structure Number: SA7500000000064,  Location: SEC 29 T16N R 3E (Lat: 32.324806,  Lng: -90.889500),  Route carried "on" structure: City street 7119,  Year Built: 1964,  Status: Posted for load,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 990 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,485 (year 2043),  Design Load: HS 20,  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: LEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  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: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $467,000,  Total Project Cost: $1,050,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA7500000000065,  Location: SEC 30 T16N R 3E (Lat: 32.317250,  Lng: -90.893972),  Route carried "on" structure: City street 451,  Year Built: 1934,  Status: Posted for load,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 1,540 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,310 (year 2042),  Design Load: HS 20,  Features Intersected: KCS RR AND STOUTS BAYOU,  Facility Carried by Structure: OLD HWY 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 21.25m (69.72ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $2,104,000,  Roadway Improvement Cost: $1,684,000,  Total Project Cost: $3,788,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA7500000000068,  Location: SEC 19 T16N R 4E (Lat: 32.362056,  Lng: -90.862056),  Route carried "on" structure: City street ,  Year Built: 1989,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2042),  Design Load: H 15,  Features Intersected: GLASS BAYOU,  Facility Carried by Structure: ZOLLINGER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $418,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA7500000000069,  Location: SEC 21 T16N R 4E (Lat: 32.343614,  Lng: -90.853194),  Route carried "on" structure: City street 9,  Year Built: 1972,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 18,750 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,500 (year 2043),  Design Load: HS 20,  Features Intersected: PARK ROAD,  Facility Carried by Structure: CLAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.220,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA750000000007,  Location: SEC 21 T16N R 4E (Lat: 32.340722,  Lng: -90.849278),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,500 (year 2042),  Design Load: H 15,  Features Intersected: KANSAS CITY SOUTHERN RR,  Facility Carried by Structure: OLD HWY 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.793,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $428,000,  Total Project Cost: $962,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA7500000000074,  Location: SEC 32 T16N R 4E B (Lat: 32.334417,  Lng: -90.844528),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,071 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,606 (year 2043),  Design Load: HS 20,  Features Intersected: LOCAL CREEK,  Facility Carried by Structure: OLD HWY 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.988,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.36m (4.46ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $191,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7500000000077,  Location: SEC 40 T16N R 4E B (Lat: 32.396667,  Lng: -90.853333),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 220 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 320 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: LOCAL CREEK,  Facility Carried by Structure: SPOUTS SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $177,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7500000000088,  Location: SEC 9 T17N R 4E B (Lat: 32.468964,  Lng: -90.785750),  Route carried "on" structure: County highway 1,  Year Built: 1954,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 495 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 675 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SKILLIKALIA BAYOU,  Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: SA750000000009,  Location: SEC 24 T17N R 4E B (Lat: 32.413333,  Lng: -90.775000),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,123 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,516 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: LOCAL LAKE,  Facility Carried by Structure: TUCKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7500000000102,  Location: SEC 17 T15N R 3E (Lat: 32.280556,  Lng: -90.916667),  Route carried "on" structure: Alternate County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2042),  Design Load: HS 20,  Features Intersected: KCS RAILROAD,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.405,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7500000000103,  Location: SEC 17 T15N R 3E (Lat: 32.281389,  Lng: -90.917222),  Route carried "on" structure: Alternate City street ,  Year Built: 2000,  Status: Open,  Structure Length: 10.43m (34.22ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2042),  Design Load: HS 20,  Features Intersected: HENNESSEYS BAYOU,  Facility Carried by Structure: SR 161
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.523,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7500000000104,  Location: SEC 8 T15N R 3E (Lat: 32.282222,  Lng: -90.917778),  Route carried "on" structure: Alternate City street ,  Year Built: 2000,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2042),  Design Load: HS 20,  Features Intersected: HENNESSEYS BAYOU RELIEF,  Facility Carried by Structure: SR 161
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.624,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7500000000106,  Location: SEC 1 T15N R 3E (Lat: 32.309778,  Lng: -90.865861),  Route carried "on" structure: City street 128,  Year Built: 2012,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,400 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,100 (year 2043),  Design Load: HL 93,  Features Intersected: DURDEN CREEK,  Facility Carried by Structure: BAZINSKY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $385,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $693,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA7500000000107,  Location: SEC_38_T15N_R 3E B (Lat: 32.224944,  Lng: -90.912917),  Route carried "on" structure: County highway 17,  Year Built: 2012,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 1,668 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,502 (year 2043),  Design Load: HS 20,  Features Intersected: PACES BAYOU,  Facility Carried by Structure: REDBONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.357,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.65m (15.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $376,000,  Total Project Cost: $846,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA750000000011,  Location: SEC 12 T16N R 3E B (Lat: 32.380361,  Lng: -90.869028),  Route carried "on" structure: City street 126,  Year Built: 2011,  Status: Open,  Structure Length: 11.56m (37.93ft),  Average Daily Traffic: 3,144 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,087 (year 2042),  Design Load: HS 20,  Features Intersected: MIDSOUTH RR / LOCAL ROAD,  Facility Carried by Structure: HAINING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.34m (56.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $4,000,000,  Roadway Improvement Cost: $3,200,000,  Total Project Cost: $7,200,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA7500000000111,  Location: SEC 28 T17N R 4E (Lat: 32.425625,  Lng: -90.824722),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 30 (year 2043),  Design Load: HS 15,  Features Intersected: N WASHINGTON ST,  Facility Carried by Structure: BLISS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 100,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.89m (12.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $632,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA7500000000112,  Location: SEC 21 T16N R 4E (Lat: 32.343111,  Lng: -90.857000),  Route carried "on" structure: City street 405,  Year Built: 1971,  Status: Posted for load,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2 (year 2042),  Design Load: H 15,  Features Intersected: KANSAS CITY SOUTHERN RR,  Facility Carried by Structure: MELBORN PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.02m (19.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $320,000,  Total Project Cost: $720,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA750000000A019,  Location: SEC 11 T15N R 3E (Lat: 32.289083,  Lng: -90.896722),  Route carried "on" structure: City street 184,  Year Built: 2014,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 795 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,000 (year 2043),  Design Load: HL 93,  Features Intersected: LOCAL CREEK,  Facility Carried by Structure: CAIRO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.530,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.94m (9.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $492,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA750000000A052,  Location: SEC 22 T16N R 3E (Lat: 32.343056,  Lng: -90.875833),  Route carried "on" structure: City street 645,  Year Built: 2015,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 525 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 788 (year 2043),  Design Load: HL 93,  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: WOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.7 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: 33.7 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: Better than 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,  Length Of Structure Improvement: 2.88m (9.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $486,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA750000000A058,  Location: SEC 29 T16N R 3E (Lat: 32.323194,  Lng: -90.895306),  Route carried "on" structure: City street 9,  Year Built: 2012,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,750 (year 2042),  Design Load: HL 93,  Features Intersected: KANSAS CITY SOUTHERN RR,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.475,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft)

Condition: Culverts: Very 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000

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Structure Number: SA750000000A061,  Location: SEC 29 T16N R 3E (Lat: 32.329806,  Lng: -90.885556),  Route carried "on" structure: City street 802,  Year Built: 2015,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 520 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 780 (year 2043),  Design Load: HL 93,  Features Intersected: STOUTS BAYOU,  Facility Carried by Structure: AVE D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.7 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: 34.3 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: 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,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $398,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11000200750015,  Location: 1.5 MI E LA ST LINE (Lat: 32.311492,  Lng: -90.890308),  Route carried "under" structure: US 61,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 61N TO I20W RAMP,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.421,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 11000200750017,  Location: 1.7 MI E LA ST LINE (Lat: 32.312964,  Lng: -90.887542),  Route carried "under" structure: US 61,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20 W TO US 61S RAMP,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 4.728,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 11000200750048A,  Location: 4.8 MI E LA ST LINE (Lat: 32.342483,  Lng: -90.844528),  Route carried "under" structure: State highway 822,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 822 EB,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 20.772,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 11000200750048B,  Location: 4.8 MI E LA ST LINE (Lat: 32.342472,  Lng: -90.844092),  Route carried "under" structure: State highway 822,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 822 EB,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.079,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 11000200750049A,  Location: 4.9 MI E LA ST LINE (Lat: 32.343511,  Lng: -90.843019),  Route carried "under" structure: State highway 822,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 822 WB,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.388,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 11000200750049B,  Location: 4.9 MI E LA ST LINE (Lat: 32.343539,  Lng: -90.842519),  Route carried "under" structure: State highway 822,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 822 WB,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.340,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 17000200750013A,  Location: 1.3 MI E LA STATE LINE (Lat: 32.310231,  Lng: -90.895369),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 12,395 (year 2017),  Truck Traffic: 8%,  Features Intersected: IOWA AV,KCSRR,STOUT B,  Facility Carried by Structure: I 20 WEST RAMP
Minimum Vertical Clearance: 9.82m (32.22ft),  Kilometerpoint: 1.122,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 1700020075005,  Location: 5.0 MI E LA STATE LINE (Lat: 32.343486,  Lng: -90.840064),  Route carried "under" structure: US 80,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 80 EAST
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.249,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 21000610751173,  Location: US 61N OVER I 20E (Lat: 32.347531,  Lng: -90.829431),  Route carried "under" structure: US 61,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20 EAST
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.380,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 21000610751173,  Location: US 61N OVER I 20E (Lat: 32.347369,  Lng: -90.829450),  Route carried "under" structure: Interstate 20,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20 EAST,  Facility Carried by Structure: US 61
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 11.608,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 21000610751174,  Location: US 61N OVER I 20W (Lat: 32.348350,  Lng: -90.829369),  Route carried "under" structure: Interstate 20,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20 WEST,  Facility Carried by Structure: US 61
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 19.222,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)