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

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Structure Number: 30100000030477,  Location: 0.87 MI W OF LA 91 (Lat: 30.290331,  Lng: -92.514261),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Posted for load,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 192 (year 2020),  Average Future Daily Traffic: 211 (year 2040),  Features Intersected: POINTE AUX LOUPS BAYOU,  Facility Carried by Structure: CONNIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 30100000030509,  Location: 1.0 MI N. of I-10 (Lat: 30.248631,  Lng: -92.464250),  Route carried "on" structure: State highway 1120,  Year Built: 2017,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,150 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 900 (year 2035),  Features Intersected: Desaul Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Owner: State 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: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.3 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: 55.1 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: Equal to present desirable 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: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 30102110106361,  Location: 1.66 MI W of LA 1120 (Lat: 30.236561,  Lng: -92.491900),  Route carried "on" structure: State highway 91,  Year Built: 1979,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,048 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,253 (year 2039),  Design Load: HS 20,  Features Intersected: BAYOU JONAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.205,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30102113001211,  Location: 1.21 MI EAST OF LA 97 (Lat: 30.266150,  Lng: -92.565500),  Route carried "on" structure: State highway 100,  Year Built: 1951,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 1,410 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 702 (year 2036),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.914,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30102113001711,  Location: 1.71 MI EAST OF LA 97 (Lat: 30.268069,  Lng: -92.560400),  Route carried "on" structure: State highway 100,  Year Built: 1951,  Status: Open,  Structure Length: 28.13m (92.29ft),  Average Daily Traffic: 1,410 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 702 (year 2036),  Design Load: H 15,  Features Intersected: B DES CANNES EVNG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.448,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30102113003321,  Location: 3.32 MI. EAST OF LA. 97 (Lat: 30.270519,  Lng: -92.531000),  Route carried "on" structure: State highway 100,  Year Built: 1997,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,410 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 702 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU POINTE AUX LOUPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.320,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30102113004461,  Location: 0.86 MI W of LA 91 (Lat: 30.267939,  Lng: -92.512600),  Route carried "on" structure: State highway 100,  Year Built: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,410 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 702 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.176,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 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: 74.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 30104500403391,  Location: 3.8 MI EAST OF LA 97 (Lat: 30.236161,  Lng: -92.568500),  Route carried "on" structure: Interstate 10,  Year Built: 1992,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 49,800 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 27,600 (year 2036),  Design Load: HS 20,  Features Intersected: DES CANNES RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.464,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500403392,  Location: 6.30 Mi W of LA 91 (Lat: 30.236369,  Lng: -92.567300),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 24,900 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,560 (year 2036),  Design Load: HS 20,  Features Intersected: DES CANNES RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.077,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500403681,  Location: 4.1 MI EAST OF LA 97 (Lat: 30.236139,  Lng: -92.563700),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 24,900 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,560 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.930,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500403682,  Location: 6.01 MI W of LA 91 (Lat: 30.236361,  Lng: -92.562400),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 24,900 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 27,340 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.612,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500405561,  Location: 6.0 MI EAST OF LA 97 (Lat: 30.231731,  Lng: -92.532800),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 49,800 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 27,600 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.954,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 450-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 41.8m (137.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 141.7m (464.9ft)

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

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Structure Number: 30104500405681,  Location: 6.1 MI EAST OF LA 97 (Lat: 30.231461,  Lng: -92.530800),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 4,600 (year 2015),  Average Future Daily Traffic: 2,760 (year 2036),  Design Load: HS 20,  Features Intersected: I0010,  Facility Carried by Structure: Trumps Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.151,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500407051,  Location: 7.5 MI EAST OF LA 97 (Lat: 30.231181,  Lng: -92.507500),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 17,650 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,600 (year 2036),  Design Load: HS 20,  Features Intersected: Plant Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.389,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500407052,  Location: 7.30 Mi W of LA 13 (Lat: 30.231381,  Lng: -92.506600),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 17,650 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,600 (year 2036),  Design Load: HS 20,  Features Intersected: Plant Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.188,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500407811,  Location: 8.3 MI EAST OF LA 97 (Lat: 30.230919,  Lng: -92.494800),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 17,650 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,600 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU JONAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.614,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $603,000,  Total Project Cost: $904,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500407812,  Location: 1.86 Mi W of LA 91 (Lat: 30.231131,  Lng: -92.494200),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 17,650 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,600 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU JONAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.991,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-04-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $603,000,  Total Project Cost: $904,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500408111,  Location: 8.6 MI EAST OF LA 97 (Lat: 30.230631,  Lng: -92.489800),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 3,500 (year 2015),  Average Future Daily Traffic: 2,100 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: Sensat Cove Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.089,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $655,000,  Total Project Cost: $982,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30108010903341,  Location: 0.4 MI S of I-10 (Lat: 30.227261,  Lng: -92.464100),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,464 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,810 (year 2039),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.436,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 97.2 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: 74.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 30108010903771,  Location: 3.77 MI NORTH OF US 90 (Lat: 30.233389,  Lng: -92.464100),  Route carried "on" structure: State highway 91,  Year Built: 1960,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,500 (year 2036),  Design Load: HS 20,  Features Intersected: I0010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.116,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30108011001811,  Location: 1.81 MI NORTH OF LA 91 (Lat: 30.262731,  Lng: -92.464300),  Route carried "on" structure: State highway 1120,  Year Built: 1974,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,150 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,265 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.910,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 30108011002871,  Location: 2.5 Miles N. of I-10 (Lat: 30.275039,  Lng: -92.467900),  Route carried "on" structure: State highway 1120,  Year Built: 1974,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 791 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 870 (year 2040),  Design Load: HS 20,  Features Intersected: ANDRE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.601,  Lanes on structure: 2,  Owner: State 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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30108011003611,  Location: 3.8 MI N of I-10 (Lat: 30.281689,  Lng: -92.472900),  Route carried "on" structure: State highway 1120,  Year Built: 1974,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 791 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 870 (year 2029),  Design Load: HS 20,  Features Intersected: ANDRE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30130135923191,  Location: 0.6 Mi. S. of I10 (Lat: 30.224050,  Lng: -92.532861),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 288 (year 2020),  Average Future Daily Traffic: 317 (year 2040),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Dailey 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: Slab,  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: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30130154922691,  Location: 1.4 Mi. N. of La 91 (Lat: 30.256669,  Lng: -92.447481),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 192 (year 2021),  Average Future Daily Traffic: 211 (year 2041),  Design Load: HS 20,  Features Intersected: De Saule Coulee,  Facility Carried by Structure: Harmon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30130156922651,  Location: 0.7 MI W of LA 3070 (Lat: 30.259839,  Lng: -92.442439),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 192 (year 2020),  Average Future Daily Traffic: 211 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: Goodrich Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 97.2 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: 74.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 30130156922671,  Location: 0.85 Mi E of La 3070 (Lat: 30.259861,  Lng: -92.444700),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 192 (year 2020),  Average Future Daily Traffic: 211 (year 2040),  Design Load: HS 20,  Features Intersected: DE SAULE COULEE,  Facility Carried by Structure: Goodrich 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: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 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: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 30130156922851,  Location: 0.6 Mi. W. of La 1120 (Lat: 30.260000,  Lng: -92.475000),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 288 (year 2021),  Average Future Daily Traffic: 317 (year 2041),  Design Load: HS 20,  Features Intersected: ANDRE COULEE,  Facility Carried by Structure: Goodrich 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: 7.6m (24.9ft),  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: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.7 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30104500405681,  Location: 6.1 MI E OF LA 97 (Lat: 30.231631,  Lng: -92.530731),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 46,000 (year 2014),  Features Intersected: I-10 EB UNDER TRUMP RD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 9.154,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 30104500405681,  Location: 6.1 MI E OF LA 97 (Lat: 30.231881,  Lng: -92.530569),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 46,000 (year 2014),  Features Intersected: I-10 WB UNDER TRUMPS RDS,  Facility Carried by Structure: TRUMPS RD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 34.482,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 30104500408111,  Location: 8.6 MI E OF LA 97 (Lat: 30.230800,  Lng: -92.489839),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2014),  Features Intersected: I-10 EAST BOUND UNDER SE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.090,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 30104500408111,  Location: 8.6 MI E OF LA 97 (Lat: 30.231039,  Lng: -92.489839),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2014),  Features Intersected: I-10 WEST BOUND UNDER SE
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 30.563,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 30108010903771,  Location: 3.77 MI N OF US 90 (Lat: 30.233589,  Lng: -92.464169),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2014),  Features Intersected: I-10 EAST BOUND UNDER LA
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 15.588,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 30108010903771,  Location: 3.77 MI N OF US 90 (Lat: 30.233839,  Lng: -92.464161),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2014),  Features Intersected: I-1- WEST BOUND UNDER LA
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 28.067,  Lanes on structure: 2,  Length of Maximum Span: 0.0m