Bridge Statistics for Pearl City, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 643ft / 196mTotal length
- $4,956,000Total costs
- 586,957Total average daily traffic
- 17,711Total average daily truck traffic
- 642,774Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pearl City
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 31960-1969
- 41970-1979
- 11980-1989
- Bridge Condition - Deck
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Channel
- 27.3%Very good
- 54.5%Good
- 9.1%Satisfactory
- 9.1%Fair
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Structure Number: 1HI0076, Location: 365M NW OF WAIHONA PL (Lat: 21.414003, Lng: -157.970661), Route carried "on" structure: Federal lands road , Year Built: 1949, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 5 (year 2017), Average Future Daily Traffic: 10 (year 2039), Features Intersected: WAIAWA STREAM, Facility Carried by Structure: PUMP STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $48,000, Total Project Cost: $74,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1HI0076, Location: 365M NW OF WAIHONA PL (Lat: 21.414003, Lng: -157.970661), Route carried "on" structure: Federal lands road , Year Built: 1949, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 5 (year 2017), Average Future Daily Traffic: 10 (year 2039), Features Intersected: WAIAWA STREAM, Facility Carried by Structure: PUMP STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $48,000, Total Project Cost: $74,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000990401871, Location: 0.10MI E/LEHUA AVE (Lat: 21.393264, Lng: -157.968719), Route carried "on" structure: US 99, Year Built: 1936, Year Reconstructed: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 36,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,210 (year 2025), Design Load: H 15, Features Intersected: PEARL CITY STRM(EAST BN), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.110, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.2 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: 30.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $25,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990401871, Location: 0.10MI E/LEHUA AVE (Lat: 21.393264, Lng: -157.968719), Route carried "on" structure: US 99, Year Built: 1936, Year Reconstructed: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 36,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,210 (year 2025), Design Load: H 15, Features Intersected: PEARL CITY STRM(EAST BN), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.110, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.2 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: 30.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $25,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990401872, Location: 0.10MI E/LEHUA AVE (Lat: 21.393417, Lng: -157.968686), Route carried "on" structure: US 99, Year Built: 1945, Year Reconstructed: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 36,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,210 (year 2025), Design Load: H 20, Features Intersected: PEARL CITY STRM(WEST BN), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.126, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $23,000, Total Project Cost: $343,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000990401872, Location: 0.10MI E/LEHUA AVE (Lat: 21.393417, Lng: -157.968686), Route carried "on" structure: US 99, Year Built: 1945, Year Reconstructed: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 36,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,210 (year 2025), Design Load: H 20, Features Intersected: PEARL CITY STRM(WEST BN), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.126, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $23,000, Total Project Cost: $343,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000H10200922, Location: 1.05MI E/WAIPAHU ST SEP (Lat: 21.389886, Lng: -157.968589), Route carried "on" structure: Interstate H1, Year Built: 1969, Status: Open, Structure Length: 181.23m (594.59ft), Average Daily Traffic: 222,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 239,857 (year 2025), Design Load: HS 20, Features Intersected: PEARL CITY VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.854, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: 35.3 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10200922, Location: 1.05MI E/WAIPAHU ST SEP (Lat: 21.389886, Lng: -157.968589), Route carried "on" structure: Interstate H1, Year Built: 1969, Status: Open, Structure Length: 181.23m (594.59ft), Average Daily Traffic: 222,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 239,857 (year 2025), Design Load: HS 20, Features Intersected: PEARL CITY VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.854, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: 35.3 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H10201116, Location: 0.21MI E/AUSTIN BISHOP (Lat: 21.391836, Lng: -157.950017), Route carried "on" structure: Interstate H1, Year Built: 1970, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 247,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 239,857 (year 2025), Design Load: HS 20, Features Intersected: 3-162" SECTL PL CULVT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.960, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 76.8m (252.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $131,000, Total Project Cost: $1,960,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000H10201116, Location: 0.21MI E/AUSTIN BISHOP (Lat: 21.391836, Lng: -157.950017), Route carried "on" structure: Interstate H1, Year Built: 1970, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 247,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 239,857 (year 2025), Design Load: HS 20, Features Intersected: 3-162" SECTL PL CULVT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.960, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 76.8m (252.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $131,000, Total Project Cost: $1,960,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3918001100001, Location: TMK=9-7-25 (Lat: 21.416656, Lng: -157.960481), Route carried "on" structure: City street 91800, Year Built: 1961, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,620 (year 1980), Average Future Daily Traffic: 15,775 (year 2025), Design Load: HS 20, Features Intersected: KOMO MAI DR/WAIMANO STRM, Facility Carried by Structure: KOMO MAI DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $29,000, Total Project Cost: $430,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3918001100001, Location: TMK=9-7-25 (Lat: 21.416656, Lng: -157.960481), Route carried "on" structure: City street 91800, Year Built: 1961, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,620 (year 1980), Average Future Daily Traffic: 15,775 (year 2025), Design Load: HS 20, Features Intersected: KOMO MAI DR/WAIMANO STRM, Facility Carried by Structure: KOMO MAI DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $29,000, Total Project Cost: $430,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3929001100001, Location: TMK=9-8-86 (Lat: 21.405286, Lng: -157.955650), Route carried "on" structure: City street 92900, Year Built: 1969, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,768 (year 1984), Average Future Daily Traffic: 7,210 (year 2025), Design Load: HS 20, Features Intersected: KOMO MAI DR/PC DRAIN CNL, Facility Carried by Structure: KOMO MAI DR
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 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: 45.4 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $30,000, Total Project Cost: $443,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3929001100001, Location: TMK=9-8-86 (Lat: 21.405286, Lng: -157.955650), Route carried "on" structure: City street 92900, Year Built: 1969, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,768 (year 1984), Average Future Daily Traffic: 7,210 (year 2025), Design Load: HS 20, Features Intersected: KOMO MAI DR/PC DRAIN CNL, Facility Carried by Structure: KOMO MAI DR
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 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: 45.4 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $30,000, Total Project Cost: $443,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3944001100001, Location: TMK=9-7-32 (Lat: 21.395808, Lng: -157.968239), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,645 (year 2009), Average Future Daily Traffic: 5,690 (year 2029), Design Load: HS 20, Features Intersected: PEARL CITY DRAINAGE DTH, Facility Carried by Structure: HOOLAULEA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.5 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 3944001100001, Location: TMK=9-7-32 (Lat: 21.395808, Lng: -157.968239), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,645 (year 2009), Average Future Daily Traffic: 5,690 (year 2029), Design Load: HS 20, Features Intersected: PEARL CITY DRAINAGE DTH, Facility Carried by Structure: HOOLAULEA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.5 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 3973001100001, Location: TMK=9-8-2-09 (Lat: 21.398928, Lng: -157.944847), Route carried "on" structure: City street 97300, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,543 (year 2009), Average Future Daily Traffic: 11,860 (year 2029), Features Intersected: KOMO MAI DR/DRAINAGE CNL, Facility Carried by Structure: KOMO MAI DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 61.9 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: 47.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $21,000, Total Project Cost: $317,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3973001100001, Location: TMK=9-8-2-09 (Lat: 21.398928, Lng: -157.944847), Route carried "on" structure: City street 97300, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,543 (year 2009), Average Future Daily Traffic: 11,860 (year 2029), Features Intersected: KOMO MAI DR/DRAINAGE CNL, Facility Carried by Structure: KOMO MAI DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 61.9 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: 47.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $21,000, Total Project Cost: $317,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3974001100001, Location: TMK=9-8-2-2 (Lat: 21.400814, Lng: -157.948314), Route carried "on" structure: City street 97400, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,265 (year 1989), Average Future Daily Traffic: 12,831 (year 2025), Features Intersected: KOMO MAI DR/DRAINAGE CNL, Facility Carried by Structure: KOMO MAI DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.2 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3974001100001, Location: TMK=9-8-2-2 (Lat: 21.400814, Lng: -157.948314), Route carried "on" structure: City street 97400, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,265 (year 1989), Average Future Daily Traffic: 12,831 (year 2025), Features Intersected: KOMO MAI DR/DRAINAGE CNL, Facility Carried by Structure: KOMO MAI DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.2 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3980001100001, Location: TMK=9-6-08 (Lat: 21.411339, Lng: -157.972869), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,011 (year 1990), Average Future Daily Traffic: 1,264 (year 2025), Design Load: HS 20, Features Intersected: WAIHONA PL/WAIAWA STRM, Facility Carried by Structure: WAIHONA PL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County 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: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.7 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: 16.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $49,000, Total Project Cost: $736,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3980001100001, Location: TMK=9-6-08 (Lat: 21.411339, Lng: -157.972869), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,011 (year 1990), Average Future Daily Traffic: 1,264 (year 2025), Design Load: HS 20, Features Intersected: WAIHONA PL/WAIAWA STRM, Facility Carried by Structure: WAIHONA PL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County 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: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.7 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: 16.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $49,000, Total Project Cost: $736,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous