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Bridge Statistics for Berwick, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Berwick, LA, Louisiana, Louisiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 294 meters (965ft) Total costs: $2,067,000 Total average daily traffic: 166,760 Total average daily truck traffic: 28,709 Total future (year 2028) average daily traffic: 283,492 National Bridge Inventory (NBI) Registered Bridges for Berwick
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 35104240531741, Location: 8.3 MI EAST OF LA 182 (Lat: 29.689139, Lng: -91.236500), Route carried "on" structure: US 90, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20,340 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 34,578 (year 2028), Design Load: HS 20, Features Intersected: LITTLE BAYOU BLAC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.070, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 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 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: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35104240531742, Location: 8.3 MI EAST OF LA 182 (Lat: 29.689139, Lng: -91.236500), Route carried "on" structure: US 90, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20,340 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 34,578 (year 2028), Design Load: HS 20, Features Intersected: LITTLE BAYOUBLACK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.070, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35104240531957, Location: 8.5 MI EAST OF LA 182 (Lat: 29.689867, Lng: -91.233083), Route carried "on" structure: Ramp US 90, Year Built: 1977, Status: Open, Structure Length: 51.82m (170.01ft), Average Daily Traffic: 3,390 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 5,763 (year 2028), Design Load: HS 20, Features Intersected: RAMP A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.408, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 16, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240532151, Location: 03514240532151 (Lat: 29.684717, Lng: -91.218050), Route carried "on" structure: US 90, Year Built: 1977, Status: Open, Structure Length: 36.06m (118.31ft), Average Daily Traffic: 20,340 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 34,578 (year 2028), Design Load: HS 20, Features Intersected: STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.729, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 16, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Underclear: 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 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240532152, Location: 03514240532152 (Lat: 29.684722, Lng: -91.218056), Route carried "on" structure: US 90, Year Built: 1977, Status: Open, Structure Length: 36.06m (118.31ft), Average Daily Traffic: 20,340 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 34,578 (year 2028), Design Load: HS 20, Features Intersected: STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.729, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 16, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Underclear: 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 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240532325, Location: 8.9 MI EAST OF LA 182 (Lat: 29.691139, Lng: -91.227111), Route carried "on" structure: Ramp US 90, Year Built: 1977, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 3,390 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 5,763 (year 2028), Design Load: HS 20, Features Intersected: RAMP C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.003, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240532328, Location: 8.9 MI EAST OF LA 182 (Lat: 29.691139, Lng: -91.227111), Route carried "on" structure: Ramp US 90, Year Built: 1977, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 3,390 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 5,763 (year 2028), Design Load: HS 20, Features Intersected: RAMP B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.003, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 7, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.15m (52.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,378,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,067,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240532371, Location: INT OF US 90 AND LA 70 (Lat: 29.685000, Lng: -91.217500), Route carried "on" structure: US 90, Year Built: 1977, Status: Open, Structure Length: 52.82m (173.29ft), Average Daily Traffic: 33,900 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 57,630 (year 2028), Design Load: HS 20, Features Intersected: WEST APPR ATCHAFALAYA R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.083, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 22, Number Of Approach Spans: 22, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240532701, Location: INT OF US 90 AND LA 70 (Lat: 29.685000, Lng: -91.216944), Route carried "on" structure: US 90, Year Built: 1975, Status: Open, Structure Length: 56.05m (183.89ft), Average Daily Traffic: 33,900 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 57,630 (year 2028), Design Load: HS 20, Features Intersected: ATCHAFALAYA RIVER Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 52.614, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 160.0m (524.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 188.1m (617.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2008, Underwater Inspection Date: October 1991, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240533216, Location: INT OF US 90 AND LA 70 (Lat: 29.695917, Lng: -91.213417), Route carried "on" structure: Ramp US 90, Year Built: 1977, Status: Open, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 3,390 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 5,763 (year 2028), Design Load: HS 20, Features Intersected: RAMP E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.435, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35104240533337, Location: INT OF US 90 AND LA 70 (Lat: 29.695944, Lng: -91.213111), Route carried "on" structure: Ramp US 90, Year Built: 1977, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 3,390 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 5,763 (year 2028), Design Load: HS 20, Features Intersected: RAMP F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.628, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 35129406911461, Location: 0042 LOG MI FROM IN (Lat: 29.676667, Lng: -91.243333), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 650 (year 1980), Average Future Daily Traffic: 1,105 (year 2028), Design Load: HS 15, Features Intersected: SIMMONS 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: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Louisiana forum Back to: Berwick, LA, Louisiana, All US cities.
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