Bridge Statistics for Lahaina, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 105ft / 32.3mTotal length
- $6,522,000Total costs
- 310,600Total average daily traffic
- 8,942Total average daily truck traffic
- 187,925Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lahaina
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 11950-1959
- 11970-1979
- 21980-1989
- 11990-1999
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 18.2%Good
- 81.8%Satisfactory
- Bridge Condition - Superstructure
- 27.3%Good
- 63.6%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 27.3%Good
- 54.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 36.4%Very good
- 9.1%Good
- 27.3%Satisfactory
- 27.3%Fair
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Structure Number: 9000300001276, Location: 0.11MI S/END DIVIDED HWY (Lat: 20.913000, Lng: -156.689264), Route carried "on" structure: Other road 30, Year Built: 1999, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 43,800 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2025), Design Load: HS 20, Features Intersected: HONOAPIILANI HWY, Facility Carried by Structure: GOLF CART #3
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 37.996, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $69,000, Total Project Cost: $1,034,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9000300001276, Location: 0.11MI S/END DIVIDED HWY (Lat: 20.913000, Lng: -156.689264), Route carried "on" structure: Other road 30, Year Built: 1999, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 43,800 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2025), Design Load: HS 20, Features Intersected: HONOAPIILANI HWY, Facility Carried by Structure: GOLF CART #3
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 37.996, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $69,000, Total Project Cost: $1,034,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9000300301907, Location: 0.79MI S/LAUNIUPOKO PK RD (Lat: 20.834197, Lng: -156.645281), Route carried "on" structure: US 30, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: H 15, Features Intersected: LAUNIUPOKO STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.6 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Roadway Improvement Cost: $19,000, Total Project Cost: $279,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9000300301907, Location: 0.79MI S/LAUNIUPOKO PK RD (Lat: 20.834197, Lng: -156.645281), Route carried "on" structure: US 30, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: H 15, Features Intersected: LAUNIUPOKO STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.6 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Roadway Improvement Cost: $19,000, Total Project Cost: $279,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9000300301971, Location: 0.37MI S/NG RIFLE RANGE R (Lat: 20.829736, Lng: -156.636808), Route carried "on" structure: US 30, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: H 15, Features Intersected: OLOWALU "B" UNMD STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 19.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $1,267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9000300301971, Location: 0.37MI S/NG RIFLE RANGE R (Lat: 20.829736, Lng: -156.636808), Route carried "on" structure: US 30, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: H 15, Features Intersected: OLOWALU "B" UNMD STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 19.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $1,267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90003003021, Location: 1.66MI S/NG RIFLE RANGE R (Lat: 20.814319, Lng: -156.625564), Route carried "on" structure: US 30, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: H 15, Features Intersected: OLOWALU STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.687, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $2,341,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 90003003021, Location: 1.66MI S/NG RIFLE RANGE R (Lat: 20.814319, Lng: -156.625564), Route carried "on" structure: US 30, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: H 15, Features Intersected: OLOWALU STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.687, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $2,341,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9000300302351, Location: 4.17MI S/NG RIFLE RANGE R (Lat: 20.800058, Lng: -156.591997), Route carried "on" structure: US 30, Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: HS 20, Features Intersected: UKUMEHAME STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2018, Total Project Cost: $518,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9000300302351, Location: 4.17MI S/NG RIFLE RANGE R (Lat: 20.800058, Lng: -156.591997), Route carried "on" structure: US 30, Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 30,460 (year 2025), Design Load: HS 20, Features Intersected: UKUMEHAME STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2018, Total Project Cost: $518,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9000300304184, Location: 10.03MI N/CAMP MALUHIA RD (Lat: 21.009311, Lng: -156.567869), Route carried "on" structure: US 30, Year Built: 1924, Year Reconstructed: 1980, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,696 (year 2025), Design Load: H 10, Features Intersected: PAPANAHOA STRM BR #68, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.335, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $11,000, Total Project Cost: $166,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9000300304184, Location: 10.03MI N/CAMP MALUHIA RD (Lat: 21.009311, Lng: -156.567869), Route carried "on" structure: US 30, Year Built: 1924, Year Reconstructed: 1980, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,696 (year 2025), Design Load: H 10, Features Intersected: PAPANAHOA STRM BR #68, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.335, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $11,000, Total Project Cost: $166,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9000300401484, Location: 0.44MI N/PAPALAUA ST (Lat: 20.883903, Lng: -156.681969), Route carried "on" structure: US 30, Year Built: 1988, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 35,100 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 34,763 (year 2025), Design Load: HS 20, Features Intersected: KAHOMA STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Total Project Cost: $651,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9000300401484, Location: 0.44MI N/PAPALAUA ST (Lat: 20.883903, Lng: -156.681969), Route carried "on" structure: US 30, Year Built: 1988, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 35,100 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 34,763 (year 2025), Design Load: HS 20, Features Intersected: KAHOMA STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Total Project Cost: $651,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9000300401675, Location: PUAMANA 0.35MI S/AHOLO RD (Lat: 20.860475, Lng: -156.667292), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25,700 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 24,875 (year 2025), Design Load: HS 20, Features Intersected: KAUAULA STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.2 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: 31.1 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 minimum criteria, 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: June 2020, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9000300401675, Location: PUAMANA 0.35MI S/AHOLO RD (Lat: 20.860475, Lng: -156.667292), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25,700 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 24,875 (year 2025), Design Load: HS 20, Features Intersected: KAUAULA STRM, Facility Carried by Structure: HONOAPIILANI HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.2 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: 31.1 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 minimum criteria, 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: June 2020, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9030001400363, Location: _ (Lat: 20.880278, Lng: -156.664444), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,500 (year 2019), Features Intersected: Unknown Stream, Facility Carried by Structure: Lahaina Bypass Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 62.9 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: 48.3 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: 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: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 9030001400363, Location: _ (Lat: 20.880278, Lng: -156.664444), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,500 (year 2019), Features Intersected: Unknown Stream, Facility Carried by Structure: Lahaina Bypass Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 62.9 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: 48.3 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: 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: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 9030001400364, Location: 1.66mi N/ Hokiokio Pl (Lat: 20.883378, Lng: -156.666658), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 16,500 (year 2019), Design Load: HS 20, Features Intersected: Honoapiilani Hwy Bypass, Facility Carried by Structure: Lahainaluna Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.872, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 94.6 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: 77.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9030001400364, Location: 1.66mi N/ Hokiokio Pl (Lat: 20.883378, Lng: -156.666658), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 16,500 (year 2019), Design Load: HS 20, Features Intersected: Honoapiilani Hwy Bypass, Facility Carried by Structure: Lahainaluna Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.872, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 94.6 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: 77.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9030001400374, Location: 1.94mi N/ Hokiokio Pl (Lat: 20.886808, Lng: -156.670206), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 16,500 (year 2019), Design Load: HS 20, Features Intersected: Kahoma Stream, Facility Carried by Structure: Honoapiilani Bypas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.2 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: 49.6 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to 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: 9030001400374, Location: 1.94mi N/ Hokiokio Pl (Lat: 20.886808, Lng: -156.670206), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 16,500 (year 2019), Design Load: HS 20, Features Intersected: Kahoma Stream, Facility Carried by Structure: Honoapiilani Bypas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.2 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: 49.6 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to 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: 9030001400449, Location: 1.03 E of Lahainaluna Rd (Lat: 20.867778, Lng: -156.664167), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 16,500 (year 2019), Features Intersected: AG Road, Facility Carried by Structure: Lahaina Bypass Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 9030001400449, Location: 1.03 E of Lahainaluna Rd (Lat: 20.867778, Lng: -156.664167), Route carried "on" structure: Bypass US 3000, Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 16,500 (year 2019), Features Intersected: AG Road, Facility Carried by Structure: Lahaina Bypass Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 9030101100001, Location: 0.26 MI N OF KENUI ST (Lat: 20.884939, Lng: -156.684936), Route carried "on" structure: Alternate County highway 80000, Year Built: 1989, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 3,000 (year 1986), Average Future Daily Traffic: 3,750 (year 2025), Design Load: HS 20, Features Intersected: KAHOMA STRM, Facility Carried by Structure: FRONT ST
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 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: 41.8 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 9030101100001, Location: 0.26 MI N OF KENUI ST (Lat: 20.884939, Lng: -156.684936), Route carried "on" structure: Alternate County highway 80000, Year Built: 1989, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 3,000 (year 1986), Average Future Daily Traffic: 3,750 (year 2025), Design Load: HS 20, Features Intersected: KAHOMA STRM, Facility Carried by Structure: FRONT ST
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 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: 41.8 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other