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

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Structure Number: 625330289902751,  Location: 002 MI N US 51&I-12 FAGON (Lat: 30.482719,  Lng: -90.465911),  Route carried "on" structure: Business County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 13,316 (year 2021),  Average Future Daily Traffic: 14,648 (year 2041),  Design Load: HS 20,  Features Intersected: ARNOLD'S CREEK,  Facility Carried by Structure: C.M. Fagan Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330291902851,  Location: SOUTH MOONEY AVE, HAMMOND (Lat: 30.489589,  Lng: -90.474261),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 200 (year 2016),  Average Future Daily Traffic: 140 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: S. Mooney ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.7 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: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625330293902391,  Location: 0.4 MI. S OF LA. 1067 (Lat: 30.489031,  Lng: -90.398061),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 55 (year 2036),  Design Load: HS 20,  Features Intersected: SELSERS CREEK,  Facility Carried by Structure: S. Coburn Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $202,000,  Total Project Cost: $303,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330294902411,  Location: 1.3 M.N/E JCT.LA 3158&I12 (Lat: 30.494031,  Lng: -90.404219),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 860 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 602 (year 2036),  Design Load: H 15,  Features Intersected: SELSERS CREEK,  Facility Carried by Structure: Old Covington Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330295902801,  Location: 5TH AV,HAMMOND PHOENIX SQ (Lat: 30.491811,  Lng: -90.469031),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 3,306 (year 2020),  Average Future Daily Traffic: 3,637 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Phoenix square
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.5 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: 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330296902591,  Location: 1 MI W OF JCT 3158 & (Lat: 30.493881,  Lng: -90.430311),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,323 (year 2020),  Average Future Daily Traffic: 8,056 (year 2040),  Design Load: HS 15,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: Old Covington Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $382,000,  Total Project Cost: $573,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330296902851,  Location: 1.4 MI SE OF RT 190 (Lat: 30.494111,  Lng: -90.473931),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,021 (year 2020),  Average Future Daily Traffic: 5,524 (year 2040),  Design Load: H 10,  Features Intersected: CREEK,  Facility Carried by Structure: Phoenix square
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),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330297902891,  Location: 0.6 M.S.OF US 190 &HWY 51 (Lat: 30.493019,  Lng: -90.478431),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 883 (year 2020),  Average Future Daily Traffic: 972 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: Reed ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 28.5 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: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $80,000,  Total Project Cost: $120,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330298903061,  Location: 0.8 mi. n of la. 1040 (Lat: 30.496269,  Lng: -90.506431),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 4 (year 2019),  Average Future Daily Traffic: 5 (year 2039),  Design Load: H 10,  Features Intersected: YELLOW WATER RIVER,  Facility Carried by Structure: Stein Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2020,  Bridge Improvement Cost: $274,000,  Total Project Cost: $411,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber

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Structure Number: 625330300902841,  Location: 1 MI SE OF RT 190 EX (Lat: 30.499611,  Lng: -90.471811),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 298 (year 2020),  Average Future Daily Traffic: 328 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Edwin Neill way
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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 25.9 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: 20.1 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: Somewhat better than minimum adequacy,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625330305902731,  Location: 0.45 MILES EAST OF LA 106 (Lat: 30.508719,  Lng: -90.454319),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,278 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,406 (year 2040),  Design Load: HS 20,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: E. Church St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.9 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 625330305903031,  Location: 0.3 N OF US 190 & I-55 ON (Lat: 30.507831,  Lng: -90.503019),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 600 (year 2016),  Average Future Daily Traffic: 420 (year 2036),  Design Load: HS 20,  Features Intersected: YELLOW WATER RIVER,  Facility Carried by Structure: Rogers Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.2 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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other

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Structure Number: 625330307902751,  Location: 1.2 MI NE OF JCT 190&1065 (Lat: 30.512319,  Lng: -90.457250),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,010 (year 2020),  Average Future Daily Traffic: 2,211 (year 2040),  Design Load: H 10,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: MLK Jr. Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330308902681,  Location: 1 MI NW OF JCT 190 & 443 (Lat: 30.514311,  Lng: -90.445169),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,075 (year 2020),  Average Future Daily Traffic: 2,283 (year 2040),  Design Load: HS 20,  Features Intersected: EAST PONCHATOULA CREEK,  Facility Carried by Structure: Magazine St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625330308903261,  Location: 3.8 MI NW OF RT 190 (Lat: 30.512819,  Lng: -90.541919),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 325 (year 2020),  Average Future Daily Traffic: 358 (year 2040),  Design Load: H 10,  Features Intersected: CREEK,  Facility Carried by Structure: N. Brickyard Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330312903121,  Location: 2.2 MI NW OF RT 190 (Lat: 30.519061,  Lng: -90.519831),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,582 (year 2020),  Average Future Daily Traffic: 6,141 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Wardline Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625330312903141,  Location: 1.2 MI W OF INT OF I-55 & (Lat: 30.519050,  Lng: -90.523839),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,000 (year 2016),  Average Future Daily Traffic: 1,400 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: Wardline Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: 18.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330313902811,  Location: N OAK-WHITMAR DR. 0.1 N.E (Lat: 30.521361,  Lng: -90.467819),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,200 (year 2020),  Average Future Daily Traffic: 1,320 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Whitmar Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330314902831,  Location: 1.7 MI SO LA 1064 ON NOAK (Lat: 30.522939,  Lng: -90.471461),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,200 (year 2016),  Average Future Daily Traffic: 840 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: N. Oak St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 52.2 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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330315902901,  Location: 4.0 M NE OF RT 190 EXIT (Lat: 30.525231,  Lng: -90.473939),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 2,780 (year 2020),  Average Future Daily Traffic: 3,058 (year 2040),  Design Load: HS 20,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: N. Oak St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330320902851,  Location: 4 MI NE OF RT 190 EXIT (Lat: 30.532769,  Lng: -90.474411),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,090 (year 2020),  Average Future Daily Traffic: 2,299 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: N. Oak St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330325902681,  Location: 1 MI. EAST OF LA 1065 (Lat: 30.541319,  Lng: -90.446750),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 200 (year 2016),  Average Future Daily Traffic: 140 (year 2036),  Design Load: HS 20,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: E. Domiano Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.2 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: 39.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625330327903101,  Location: 1.5 M E/SE OF I-12&LA 124 (Lat: 30.478361,  Lng: -90.516319),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4 (year 2019),  Average Future Daily Traffic: 5 (year 2039),  Design Load: H 10,  Features Intersected: CANAL,  Facility Carried by Structure: Hinson Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2020,  Deck Structure Type: Wood or Timber

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Structure Number: 625330347902271,  Location: 2 MI.NE.OF JCT.1064 (Lat: 30.577531,  Lng: -90.381111),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,520 (year 2020),  Average Future Daily Traffic: 1,672 (year 2040),  Design Load: HS 20,  Features Intersected: BRUSHY BRANCH,  Facility Carried by Structure: Chappepeela Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 15.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 11.7 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: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $109,000,  Total Project Cost: $163,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330353902301,  Location: 3 MI NE OF JCT 1064 (Lat: 30.588350,  Lng: -90.384550),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 359 (year 2020),  Average Future Daily Traffic: 395 (year 2040),  Design Load: H 15,  Features Intersected: BRUSHY BRANCH,  Facility Carried by Structure: Narretto Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625300170400001,  Location: 0.7 MI S OF I-12 (Lat: 30.469619,  Lng: -90.482669),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,600 (year 2014),  Features Intersected: I-55 SB UNDER US 51
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 60.138,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625300170400001,  Location: 0.7 MI S OF I-12 (Lat: 30.469861,  Lng: -90.482569),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,600 (year 2014),  Features Intersected: I-55 NB UNDER US 51
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 22.906,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625300170400771,  Location: 0.3 MI E of I-55 (Lat: 30.479111,  Lng: -90.482519),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Features Intersected: I-12 WB under US 51
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 22.845,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625300170400771,  Location: 0.3 MI E of I-55 (Lat: 30.478869,  Lng: -90.482789),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 59,200 (year 2014),  Features Intersected: I-12 EB under US 51
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 7.284,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304529014701,  Location: 0.2 MI S OF I-12 (Lat: 30.475519,  Lng: -90.486881),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,600 (year 2014),  Features Intersected: I-55 SB UNDER W. CLUB DE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 59.367,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304529014701,  Location: 0.2 MI S OF I-12 (Lat: 30.475431,  Lng: -90.486500),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,600 (year 2014),  Features Intersected: I-55 NB UNDER W. CLUB DE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 23.630,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304529016951,  Location: 1.3 MI W OF US 51 (Lat: 30.504300,  Lng: -90.503581),  Route carried "under" structure: US 190,  Structure Length: 0. m,  Average Daily Traffic: 31,400 (year 2014),  Features Intersected: US 190 EB UNDER I-55 NB
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 6.080,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304529016951,  Location: 1.3 MI W OF US 51 (Lat: 30.504481,  Lng: -90.503419),  Route carried "under" structure: US 190,  Structure Length: 0. m,  Average Daily Traffic: 31,400 (year 2014),  Features Intersected: US 190 WB UNDER I-55 NB
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 4.210,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304529016952,  Location: 1.3 MI W OF US 51 (Lat: 30.504281,  Lng: -90.503889),  Route carried "under" structure: US 190,  Structure Length: 0. m,  Average Daily Traffic: 31,400 (year 2014),  Features Intersected: US 190 EB UNDER I-55 SB
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 6.051,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304529016952,  Location: 1.3 MI W OF US 51 (Lat: 30.504489,  Lng: -90.503731),  Route carried "under" structure: US 190,  Structure Length: 0. m,  Average Daily Traffic: 31,400 (year 2014),  Features Intersected: US 190 WB UNDER I-55 SB
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 4.241,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304540303461,  Location: 0.6 MI W of I-55 (Lat: 30.479200,  Lng: -90.500589),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 66,800 (year 2014),  Features Intersected: I-12 WB under Happywoods
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 24.580,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540303461,  Location: 0.6 MI W of I-55 (Lat: 30.478961,  Lng: -90.500689),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 66,800 (year 2014),  Features Intersected: I-12 EB under Happywoods
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 5.565,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540304121,  Location: I-55 @ I-12 (Lat: 30.478911,  Lng: -90.489289),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 55,400 (year 2014),  Features Intersected: I-55 SB UNDER I-12 EB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 58.926,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304540304121,  Location: I-55 @ I-12 (Lat: 30.478789,  Lng: -90.488839),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 55,400 (year 2014),  Features Intersected: I-55 NB UNDER I-12 EB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 24.065,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304540304122,  Location: I-55 @ I-12 (Lat: 30.479189,  Lng: -90.489461),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 55,400 (year 2014),  Features Intersected: I-55 SB UNDER I-12 WB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 58.891,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304540304122,  Location: I-55 @ I-12 (Lat: 30.479061,  Lng: -90.489019),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 55,400 (year 2014),  Features Intersected: I-55 NB UNDER I-12 WB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 24.100,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 625304540305991,  Location: 1.7 MI S of US 190 (Lat: 30.478919,  Lng: -90.457181),  Route carried "under" structure: Business US 51,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2016),  Features Intersected: US 51-x SB under I-12 EB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 2.866,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540305991,  Location: 1.7 MI S of US 190 (Lat: 30.478800,  Lng: -90.457031),  Route carried "under" structure: Business US 51,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2016),  Features Intersected: US 51-x NB under I-12 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.202,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540305992,  Location: 1.7 MI S of US 190 (Lat: 30.479169,  Lng: -90.457161),  Route carried "under" structure: Business US 51,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2016),  Features Intersected: US 51-x SB under I-12WB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 2.839,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540305992,  Location: 1.7 MI S of US 190 (Lat: 30.479050,  Lng: -90.457031),  Route carried "under" structure: Business US 51,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2016),  Features Intersected: US 51-x NB under I-12 WB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 9.230,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540306501,  Location: 0.5 MI E of US 51-x (Lat: 30.479100,  Lng: -90.448239),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 59,200 (year 2014),  Features Intersected: I-12 WB under S Range Rd
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 19.552,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540306501,  Location: 0.5 MI E of US 51-x (Lat: 30.478850,  Lng: -90.448381),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 59,200 (year 2014),  Features Intersected: I-12 EB under S Range RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 10.588,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540308511,  Location: 2.2 MI S of US 190 (Lat: 30.478769,  Lng: -90.414389),  Route carried "under" structure: State highway 3158,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2014),  Features Intersected: LA 3158 under I-12 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.251,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540308512,  Location: 2.2 MI S of US 190 (Lat: 30.479019,  Lng: -90.414411),  Route carried "under" structure: State highway 3158,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2014),  Features Intersected: LA 3158 under 1-12 WB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.280,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540311101,  Location: 2.2 MI W of LA 445 (Lat: 30.479031,  Lng: -90.372839),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 48,300 (year 2014),  Features Intersected: I-12 WB under Sontheimer
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 12.308,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304540311101,  Location: 2.2 MI W of LA 445 (Lat: 30.478781,  Lng: -90.372911),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 48,300 (year 2014),  Features Intersected: I-12 EB under Sontheimer
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 17.838,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308531003601,  Location: 0.9 MI N OF I-12 (Lat: 30.491450,  Lng: -90.497789),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 55,400 (year 2014),  Features Intersected: I-55 NB UNDER LA 1040
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 25.711,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308531003601,  Location: 0.9 MI N OF I-12 (Lat: 30.491419,  Lng: -90.498039),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 55,400 (year 2014),  Features Intersected: I-55 SB UNDER LA 1040
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 57.304,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308532102851,  Location: 0.9 MI E of Parish Line (Lat: 30.479089,  Lng: -90.542331),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 42,500 (year 2014),  Features Intersected: I12 EB under LA 1249
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.563,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308532102851,  Location: 0.9 MI E of Parish Line (Lat: 30.479331,  Lng: -90.542219),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 42,500 (year 2014),  Features Intersected: I-12 WB under LA 1249
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 28.580,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308534000251,  Location: 0.9 MI N OF US 190 (Lat: 30.519211,  Lng: -90.503900),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 40,900 (year 2014),  Features Intersected: I-55 SB UNDER LA 3234
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 54.076,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308534000251,  Location: 0.9 MI NB OF US 190 (Lat: 30.518950,  Lng: -90.503619),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 40,900 (year 2014),  Features Intersected: I-55 NB UNDER LA 3234
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 28.905,  Lanes on structure: 2,  Length of Maximum Span: 0.0m