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

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Structure Number: 30100570208251,  Location: 2.2 MI NORTH OF LA 3007 (Lat: 30.198194,  Lng: -92.362917),  Route carried "on" structure: US 335,  Year Built: 2001,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 4,900 (year 2007),  Average Future Daily Traffic: 2,940 (year 2028),  Design Load: HS 20,  Features Intersected: BAYOU BLANC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.274,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30100570208851,  Location: .01 MI SOUTH OF US 90 (Lat: 30.207417,  Lng: -92.363111),  Route carried "on" structure: State highway 13,  Year Built: 1982,  Status: Open,  Structure Length: 44.50m (146.00ft),  Average Daily Traffic: 8,800 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,280 (year 2028),  Design Load: HS 20,  Features Intersected: STREETS & R.R. TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.240,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Number Of Approach Spans: 7,  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,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30100570301181,  Location: 1.1 MI NORTH OF US 90 (Lat: 30.225417,  Lng: -92.379833),  Route carried "on" structure: State highway 13,  Year Built: 1957,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 17,800 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,680 (year 2028),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Channel: Good,  Culverts: Good,  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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $306,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500416781,  Location: 1.1 MI EAST OF LA 1111 (Lat: 30.233611,  Lng: -92.335278),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,300 (year 2007),  Average Future Daily Traffic: 2,580 (year 2028),  Design Load: H 15,  Features Intersected: I-10,  Facility Carried by Structure: LOC RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.999,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $975,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500420451,  Location: 4.8 MI EAST OF LA 1111 (Lat: 30.251111,  Lng: -92.295000),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,300 (year 2007),  Average Future Daily Traffic: 2,580 (year 2028),  Design Load: H 15,  Features Intersected: I-10,  Facility Carried by Structure: LOC RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.904,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,014,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500421491,  Location: I-10 OVER LA 35 (Lat: 30.255000,  Lng: -92.268333),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 25,800 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 15,480 (year 2028),  Design Load: HS 20,  Features Intersected: I-10 OVER LA 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.577,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500421492,  Location: I-10 OVER LA 35 (Lat: 30.255000,  Lng: -92.268333),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 25,800 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 15,480 (year 2028),  Design Load: HS 20,  Features Intersected: I-10 OVER LA 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.577,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30130115922331,  Location: ROLLER RD. 0.5 MI S US90 (Lat: 30.186944,  Lng: -92.388333),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 400 (year 2003),  Average Future Daily Traffic: 240 (year 2028),  Design Load: HS 20,  Features Intersected: BAYOU BLANC,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: August 2006,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 30130120922211,  Location: 0016 LOG MI FROM IN (Lat: 30.200000,  Lng: -92.368333),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 350 (year 1978),  Average Future Daily Traffic: 210 (year 2028),  Design Load: HS 20,  Features Intersected: BLANC BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $333,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30130120922221,  Location: 0059 LOG MI FROM IN (Lat: 30.200000,  Lng: -92.370000),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 300 (year 1978),  Average Future Daily Traffic: 180 (year 2028),  Design Load: HS 20,  Features Intersected: BLANC BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 30130120922241,  Location: 0003 LOG MI FROM IN (Lat: 30.200000,  Lng: -92.373333),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 200 (year 1980),  Average Future Daily Traffic: 120 (year 2028),  Design Load: HS 20,  Features Intersected: BLANC BAYOU,  Facility Carried by Structure: LOCAL ROAD
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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $390,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 30130128922381,  Location: 1.39 MI FROM INT 010 (Lat: 30.213333,  Lng: -92.396667),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 200 (year 1978),  Average Future Daily Traffic: 120 (year 2028),  Design Load: HS 20,  Features Intersected: CROWLEY DRAINAGE DITCH,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30130135922331,  Location: 0140 LOG MI FROM IN (Lat: 30.225000,  Lng: -92.388333),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 150 (year 1978),  Average Future Daily Traffic: 90 (year 2028),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30130139922271,  Location: 0023 LOG MI. FROM INT.OO7 (Lat: 30.231667,  Lng: -92.378333),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 100 (year 1996),  Average Future Daily Traffic: 60 (year 2028),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  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,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30104500416781,  Location: 1.1 MI EAST OF LA 1111 (Lat: 30.233611,  Lng: -92.335278),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 43,000 (year 2007),  Truck Traffic: 23%,  Features Intersected: I-10,  Facility Carried by Structure: LOC RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 26.999,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 30104500420451,  Location: 4.8 MI EAST OF LA 1111 (Lat: 30.251111,  Lng: -92.295000),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 43,000 (year 2007),  Truck Traffic: 23%,  Features Intersected: I-10,  Facility Carried by Structure: LOC RD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 32.904,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 30104500421491,  Location: I-10 OVER LA 35 (Lat: 30.255000,  Lng: -92.268333),  Route carried "under" structure: State highway 35,  Year Built: 1966,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 7,800 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-10 OVER LA 35,  Facility Carried by Structure: I0010
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 30104500421492,  Location: I-10 OVER LA 35 (Lat: 30.255000,  Lng: -92.268333),  Route carried "under" structure: State highway 35,  Year Built: 1966,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 7,800 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-10 OVER LA 35,  Facility Carried by Structure: I0010
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)