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

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Structure Number: 625200000107031,  Location: 1.65 MILES SOUTH OF US90 (Lat: 30.294469,  Lng: -89.918131),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 284 (year 2017),  Average Future Daily Traffic: 312 (year 2037),  Design Load: HS 20,  Features Intersected: CYPRESS BAYOU,  Facility Carried by Structure: Grand Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Channel: Very good,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 62520000010704,  Location: 2.05 MILES SOUTH OF LA 43 (Lat: 30.286669,  Lng: -89.954561),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 900 (year 2010),  Average Future Daily Traffic: 684 (year 2036),  Design Load: HS 20,  Features Intersected: POWELL CANAL,  Facility Carried by Structure: Lake Rd
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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 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: 24.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200000620262,  Location: JCT OF LA 1088 AND I 12 (Lat: 30.392350,  Lng: -90.003600),  Route carried "on" structure: State highway 1088,  Year Built: 2011,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 4,550 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,916 (year 2036),  Design Load: HS 20,  Features Intersected: LA 1088 OVER I 12
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 5.320,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 625200131206411,  Location: US0190 (Lat: 30.337611,  Lng: -90.002900),  Route carried "on" structure: US 190,  Year Built: 1932,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 9,200 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,992 (year 2036),  Design Load: H 15,  Features Intersected: CANE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.177,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 13-12-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $392,000,  Total Project Cost: $588,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625200131210841,  Location: 0.12 MI NE OF LA 434 (Lat: 30.313511,  Lng: -89.935900),  Route carried "on" structure: US 190,  Year Built: 1938,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,904 (year 2036),  Design Load: H 15,  Features Intersected: BAYOU LACOMBE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.314,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 13-12-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.67m (35.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $910,000,  Total Project Cost: $1,365,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200131211661,  Location: US0190 (Lat: 30.315869,  Lng: -89.925500),  Route carried "on" structure: US 190,  Year Built: 1932,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,904 (year 2036),  Design Load: H 15,  Features Intersected: BIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.539,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 13-12-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $392,000,  Total Project Cost: $588,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625200131213091,  Location: 1.8 M E OF LA 434 (Lat: 30.309761,  Lng: -89.903400),  Route carried "on" structure: US 190,  Year Built: 1933,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,904 (year 2036),  Design Load: H 15,  Features Intersected: LITTLE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.771,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 13-12-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 625200131213841,  Location: 2.5 M E OF LA 434 (Lat: 30.308200,  Lng: -89.890300),  Route carried "on" structure: US 190,  Year Built: 1933,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,904 (year 2036),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.047,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 13-12-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $124,000,  Total Project Cost: $186,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625204540420071,  Location: 1.0 M W OF LA 434 (Lat: 30.361031,  Lng: -89.938000),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 4,410 (year 2015),  Average Future Daily Traffic: 3,351 (year 2036),  Design Load: HS 20,  Features Intersected: I-12,  Facility Carried by Structure: FISH HATCHERY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.489,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 454-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.42m (30.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $803,000,  Total Project Cost: $1,204,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625204540420621,  Location: 0.3 M W OF LA 434 (Lat: 30.357139,  Lng: -89.930100),  Route carried "on" structure: Interstate 12,  Year Built: 1976,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 20,109 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU LACOMBE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.381,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 454-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625204540420622,  Location: 0.3 M W OF LA 434 (Lat: 30.357039,  Lng: -89.929300),  Route carried "on" structure: Interstate 12,  Year Built: 1976,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 20,109 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU LACOMBE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.453,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 454-04-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625204540423051,  Location: I0012 (Lat: 30.338961,  Lng: -89.895600),  Route carried "on" structure: Interstate 12,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 44,400 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 33,820 (year 2036),  Design Load: HS 20,  Features Intersected: BIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.264,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 454-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 82.3m (270.0ft)

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

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Structure Number: 625204540425531,  Location: 4.2 M E OF LA 434 (Lat: 30.323919,  Lng: -89.857200),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Closed,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 4,450 (year 2015),  Average Future Daily Traffic: 3,382 (year 2036),  Design Load: HS 20,  Features Intersected: I-12,  Facility Carried by Structure: DIXIE RANCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.294,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 454-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Good,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 10.73m (35.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $915,000,  Total Project Cost: $1,372,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625208521103301,  Location: 2.5 M E OF LA 59 (Lat: 30.392381,  Lng: -90.003500),  Route carried "on" structure: State highway 1088,  Year Built: 1976,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,916 (year 2036),  Design Load: HS 20,  Features Intersected: I-12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.329,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $982,000,  Total Project Cost: $1,473,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625208521105251,  Location: 1.7 M E OF I-12 (Lat: 30.402250,  Lng: -89.973200),  Route carried "on" structure: State highway 1088,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,916 (year 2036),  Design Load: HS 20,  Features Intersected: CANE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.459,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 59.9 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: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $119,000,  Total Project Cost: $178,000 ( Estimate for 2016)

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Structure Number: 625208521202691,  Location: LA0434 (Lat: 30.352011,  Lng: -89.920800),  Route carried "on" structure: State highway 434,  Year Built: 1973,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 3,800 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,888 (year 2036),  Design Load: HS 20,  Features Intersected: LA 434 OVER I-12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.223,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 852-12-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625208521205991,  Location: 2.2 M S OF LA 36 (Lat: 30.393261,  Lng: -89.895000),  Route carried "on" structure: State highway 434,  Year Built: 1953,  Status: Posted for load,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 3,800 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,888 (year 2036),  Design Load: H 15,  Features Intersected: BAYOU LACOMBE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.485,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 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: 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: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $322,000,  Total Project Cost: $483,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625230160895741,  Location: 1080M SOUTH OF LA 434 (Lat: 30.268111,  Lng: -89.956389),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 100 (year 1992),  Average Future Daily Traffic: 76 (year 2036),  Design Load: HS 20,  Features Intersected: LACOMBE BAYOU,  Facility Carried by Structure: Lake Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 4.9m (16.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $112,000,  Total Project Cost: $168,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625230167895731,  Location: 1.0M SOUTH OF LA 434 (Lat: 30.279031,  Lng: -89.954211),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 100 (year 1992),  Average Future Daily Traffic: 76 (year 2036),  Design Load: HS 20,  Features Intersected: LACOMBE BAYOU,  Facility Carried by Structure: Lake Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 4.9m (16.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.5 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $112,000,  Total Project Cost: $168,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625230189895331,  Location: US190 3.2 MI E LA 434 (Lat: 30.318689,  Lng: -89.887461),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2016),  Average Future Daily Traffic: 76 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE BAYOU PIPE,  Facility Carried by Structure: Shannon Dr
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: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 21.1 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: 16.2 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: 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: January 2021,  Deck Structure Type: Other

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Structure Number: 625230194895511,  Location: 0.90 MI E. OF LA 434 (Lat: 30.323039,  Lng: -89.921569),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 80 (year 2016),  Average Future Daily Traffic: 60 (year 2036),  Design Load: HS 20,  Features Intersected: BRIDGE OVER CREEK,  Facility Carried by Structure: Berry Todd 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),  Skew: 9 degrees,  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: 8.2m (26.9ft)

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

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Structure Number: 625230199895671,  Location: 0.65 N.OF LA.1093-1 (Lat: 30.331250,  Lng: -89.945669),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 280 (year 1974),  Average Future Daily Traffic: 212 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Fish Hatchery 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: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

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

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Structure Number: 625230220895541,  Location: 0.7 MI N. OF LA 434 (Lat: 30.364931,  Lng: -89.922450),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 100 (year 1980),  Average Future Daily Traffic: 76 (year 2036),  Design Load: HS 20,  Features Intersected: BRIDGE OVER LACOMBE BAYO,  Facility Carried by Structure: Krentel 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),  Skew: 9 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: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200000620262,  Location: Jct. of LA 1088 & I-12 (Lat: 30.392669,  Lng: -90.003461),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 4,550 (year 2016),  Truck Traffic: 8%,  Features Intersected: LA 1088 over I-12
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 25.291,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 625200000620262,  Location: Jct. of LA 1088 & I12 (Lat: 30.392611,  Lng: -90.002731),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 4,550 (year 2016),  Truck Traffic: 8%,  Features Intersected: I-12
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 28.548,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 625204540420071,  Location: 1.2 MI W of LA 434 (Lat: 30.361519,  Lng: -89.937819),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,100 (year 2016),  Features Intersected: I-12 WB under Fish Hatch
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 21.412,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625204540420071,  Location: 1.2 MI W of LA 434 (Lat: 30.361311,  Lng: -89.937969),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,100 (year 2016),  Features Intersected: I-12 EB under FIsh Hatch
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 32.491,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625204540425531,  Location: 4.2 MI E of LA 434 (Lat: 30.324469,  Lng: -89.857350),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2015),  Features Intersected: I-12 WB under Dixie Ranc
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 12.622,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625204540425531,  Location: 4.2 MI E of LA 434 (Lat: 30.324219,  Lng: -89.857369),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2015),  Features Intersected: I-12 EB under Dixie Ranc
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 41.293,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625208521103301,  Location: 2.6 MI E of LA 59 (Lat: 30.392539,  Lng: -90.003211),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,100 (year 2016),  Features Intersected: I-12 EB under LA 1088 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 25.318,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625208521103301,  Location: 2.6 MI E of LA 59 (Lat: 30.392619,  Lng: -90.002781),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,100 (year 2016),  Features Intersected: I-12 WB under LA 1088 EB
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 28.555,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625208521202691,  Location: 5.6 MI E of LA 1088 (Lat: 30.352231,  Lng: -89.920731),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2015),  Features Intersected: I-12 EB under LA 434
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 34.430,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625208521202691,  Location: 5.6 MI E of LA 1088 (Lat: 30.352381,  Lng: -89.920469),  Route carried "under" structure: Interstate 12,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2015),  Features Intersected: I-12 WB under LA 434
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 19.459,  Lanes on structure: 2,  Length of Maximum Span: 0.0m