Bridge Statistics for Norwood, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 171ft / 52.2mTotal length
- $1,098,000Total costs
- 3,476Total average daily traffic
- 530Total average daily truck traffic
- 5,768Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Norwood
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 31970-1979
- 21980-1989
- 31990-1999
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 27.3%Good
- 18.2%Satisfactory
- 27.3%Fair
- 18.2%Poor
- Bridge Condition - Superstructure
- 27.3%Good
- 27.3%Satisfactory
- 27.3%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 18.2%Good
- 18.2%Satisfactory
- 27.3%Fair
- 9.1%Poor
- 27.3%Imminent failure
- Bridge Condition - Channel
- 16.7%Very good
- 33.3%Good
- 25.0%Satisfactory
- 16.7%Fair
- 8.3%Poor
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Structure Number: 611900000800779, Location: ON DEVAL COURT ROAD 2.7 M (Lat: 30.969669, Lng: -91.060069), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.64m (2.10ft), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Devalcourt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 611900000800779, Location: ON DEVAL COURT ROAD 2.7 M (Lat: 30.969669, Lng: -91.060069), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.64m (2.10ft), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Devalcourt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 611900000800796, Location: 5.2 MILES WEST OF NORWOOD (Lat: 30.970200, Lng: -91.192350), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 9.45m (31.00ft), Design Load: HS 20, Features Intersected: THOMPSON CREEK, Facility Carried by Structure: Rogers Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 611900000800796, Location: 5.2 MILES WEST OF NORWOOD (Lat: 30.970200, Lng: -91.192350), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 9.45m (31.00ft), Design Load: HS 20, Features Intersected: THOMPSON CREEK, Facility Carried by Structure: Rogers Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 611902500410981, Location: LA0019 (Lat: 30.991369, Lng: -91.100081), Route carried "on" structure: State highway 19, Year Built: 1951, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,250 (year 2036), Design Load: H 15, Features Intersected: LITTLE COMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.531, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 250-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 611902500410981, Location: LA0019 (Lat: 30.991369, Lng: -91.100081), Route carried "on" structure: State highway 19, Year Built: 1951, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,250 (year 2036), Design Load: H 15, Features Intersected: LITTLE COMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.531, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 250-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 611908190202111, Location: LA0422 (Lat: 30.972369, Lng: -91.078931), Route carried "on" structure: State highway 422, Year Built: 1979, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 493 (year 2036), Design Load: HS 20, Features Intersected: LITTLE COMITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.383, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 20, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 611908190202111, Location: LA0422 (Lat: 30.972369, Lng: -91.078931), Route carried "on" structure: State highway 422, Year Built: 1979, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 493 (year 2036), Design Load: HS 20, Features Intersected: LITTLE COMITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.383, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 20, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 611908190203811, Location: LA0422 (Lat: 30.978881, Lng: -91.052050), Route carried "on" structure: State highway 422, Year Built: 1979, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 493 (year 2036), Design Load: HS 20, Features Intersected: COMITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 22, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 611908190203811, Location: LA0422 (Lat: 30.978881, Lng: -91.052050), Route carried "on" structure: State highway 422, Year Built: 1979, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 493 (year 2036), Design Load: HS 20, Features Intersected: COMITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 22, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 611930433900831, Location: EAST AVE., SLAUGHT L (Lat: 30.712839, Lng: -91.140439), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 78 (year 2020), Average Future Daily Traffic: 86 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: Lemon Rd
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: 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: Fair, Channel: Fair, Operating Rating: 35.3 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: 27.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 611930433900831, Location: EAST AVE., SLAUGHT L (Lat: 30.712839, Lng: -91.140439), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 78 (year 2020), Average Future Daily Traffic: 86 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: Lemon Rd
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: 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: Fair, Channel: Fair, Operating Rating: 35.3 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: 27.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 611930580910941, Location: 3.2 MILES WEST OF NORWOOD (Lat: 30.966439, Lng: -91.157589), Route carried "on" structure: County highway , Year Built: 1999, Status: Closed, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 13 (year 2040), Design Load: H 10, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: Bennett Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Imminent failure, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $249,000, Total Project Cost: $373,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 611930580910941, Location: 3.2 MILES WEST OF NORWOOD (Lat: 30.966439, Lng: -91.157589), Route carried "on" structure: County highway , Year Built: 1999, Status: Closed, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 13 (year 2040), Design Load: H 10, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: Bennett Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Imminent failure, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $249,000, Total Project Cost: $373,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 611930580911021, Location: HURRICANE CREEK (Lat: 30.966119, Lng: -91.169200), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 77 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: Thompson Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 611930580911021, Location: HURRICANE CREEK (Lat: 30.966119, Lng: -91.169200), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 77 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: Thompson Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 611930587910731, Location: 1.2 MI NW OF NORWOOD (Lat: 30.978289, Lng: -91.119169), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 77 (year 2040), Design Load: H 15, Features Intersected: SHADY GROVE BRANCH, Facility Carried by Structure: Thompson Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 611930587910731, Location: 1.2 MI NW OF NORWOOD (Lat: 30.978289, Lng: -91.119169), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 77 (year 2040), Design Load: H 15, Features Intersected: SHADY GROVE BRANCH, Facility Carried by Structure: Thompson Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 611930591910831, Location: 2.4 MILES NW OF NORW (Lat: 30.984919, Lng: -91.138550), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6 (year 2020), Average Future Daily Traffic: 7 (year 2040), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: Boyd Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Wood or Timber
Structure Number: 611930591910831, Location: 2.4 MILES NW OF NORW (Lat: 30.984919, Lng: -91.138550), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6 (year 2020), Average Future Daily Traffic: 7 (year 2040), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: Boyd Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Wood or Timber
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Structure Number: 611930595910521, Location: 0.80 MI NE LA19 LA422 JCT (Lat: 30.997250, Lng: -91.086111), Route carried "on" structure: County highway , Year Built: 1989, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 80 (year 1974), Average Future Daily Traffic: 136 (year 2036), Design Load: H 10, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: Par Rd 4-106
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: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Imminent failure, Channel: Good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $89,000, Total Project Cost: $133,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 611930595910521, Location: 0.80 MI NE LA19 LA422 JCT (Lat: 30.997250, Lng: -91.086111), Route carried "on" structure: County highway , Year Built: 1989, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 80 (year 1974), Average Future Daily Traffic: 136 (year 2036), Design Load: H 10, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: Par Rd 4-106
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: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Imminent failure, Channel: Good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $89,000, Total Project Cost: $133,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 611930598910521, Location: 2.5 MI.NE.LA19, LA42 (Lat: 30.997331, Lng: -91.084181), Route carried "on" structure: County highway , Year Built: 1965, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 80 (year 1974), Average Future Daily Traffic: 136 (year 2036), Design Load: H 15, Features Intersected: LITTLE COMITE CREEK, Facility Carried by Structure: Spec Garig Rd
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Imminent failure, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 611930598910521, Location: 2.5 MI.NE.LA19, LA42 (Lat: 30.997331, Lng: -91.084181), Route carried "on" structure: County highway , Year Built: 1965, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 80 (year 1974), Average Future Daily Traffic: 136 (year 2036), Design Load: H 15, Features Intersected: LITTLE COMITE CREEK, Facility Carried by Structure: Spec Garig Rd
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Imminent failure, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous