Bridge Statistics for Aiea, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 696ft / 212mTotal length
- $19,066,000Total costs
- 1,100,526Total average daily traffic
- 27,951Total average daily truck traffic
- 1,158,776Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Aiea
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 21940-1949
- 41950-1959
- 61960-1969
- 51970-1979
- 11980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 51960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 31.6%Good
- 42.1%Satisfactory
- 26.3%Fair
- Bridge Condition - Superstructure
- 21.1%Good
- 63.2%Satisfactory
- 15.8%Fair
- Bridge Condition - Substructure
- 11.1%Good
- 72.2%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 5.3%Very good
- 26.3%Good
- 42.1%Satisfactory
- 21.1%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1HI032, Location: 3.0KM SOUTH OF PEARL CITY (Lat: 21.369028, Lng: -157.944833), Route carried "on" structure: Federal lands road , Year Built: 1998, Status: Open, Structure Length: 142.43m (467.29ft), Average Daily Traffic: 7,000 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2031), Design Load: HS 20, Features Intersected: PEARL HARBOR, Facility Carried by Structure: FORD ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 9.6m (31.5ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 30, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 142.43m (467.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: April 2018, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $166,000, Total Project Cost: $572,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1HI032, Location: 3.0KM SOUTH OF PEARL CITY (Lat: 21.369028, Lng: -157.944833), Route carried "on" structure: Federal lands road , Year Built: 1998, Status: Open, Structure Length: 142.43m (467.29ft), Average Daily Traffic: 7,000 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2031), Design Load: HS 20, Features Intersected: PEARL HARBOR, Facility Carried by Structure: FORD ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 9.6m (31.5ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 30, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 142.43m (467.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: April 2018, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $166,000, Total Project Cost: $572,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3000990300562, Location: 0.01MI S/PUPUKEA RD (Lat: 21.528111, Lng: -158.039547), Route carried "on" structure: US 99, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,800 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 18,100 (year 2025), Design Load: H 15, Features Intersected: UP POAMOHO STRM-BRODIE 2, Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 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: 21.4 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $10,000, Total Project Cost: $157,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990300562, Location: 0.01MI S/PUPUKEA RD (Lat: 21.528111, Lng: -158.039547), Route carried "on" structure: US 99, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,800 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 18,100 (year 2025), Design Load: H 15, Features Intersected: UP POAMOHO STRM-BRODIE 2, Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 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: 21.4 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $10,000, Total Project Cost: $157,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990402053, Location: 0.11MI E/LIPOA PL (Lat: 21.381981, Lng: -157.943225), Route carried "on" structure: US 99, Year Built: 1936, Year Reconstructed: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 15, Features Intersected: KALAUAO SPRING (E.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.007, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 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: 24.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $5,675,000, Total Project Cost: $1,809,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990402053, Location: 0.11MI E/LIPOA PL (Lat: 21.381981, Lng: -157.943225), Route carried "on" structure: US 99, Year Built: 1936, Year Reconstructed: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 15, Features Intersected: KALAUAO SPRING (E.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.007, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 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: 24.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $5,675,000, Total Project Cost: $1,809,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990402054, Location: 0.11MI E/LIPOA PL (Lat: 21.382106, Lng: -157.943150), Route carried "on" structure: US 99, Year Built: 1945, Year Reconstructed: 1966, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 20, Features Intersected: KALAUAO SPRING (W.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.023, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.1 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: 21.7 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $27,000, Total Project Cost: $406,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990402054, Location: 0.11MI E/LIPOA PL (Lat: 21.382106, Lng: -157.943150), Route carried "on" structure: US 99, Year Built: 1945, Year Reconstructed: 1966, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 20, Features Intersected: KALAUAO SPRING (W.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.023, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.1 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: 21.7 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $27,000, Total Project Cost: $406,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990402074, Location: 0.05MI W/AIEA KAI PL (Lat: 21.380694, Lng: -157.940397), Route carried "on" structure: US 99, Year Built: 1936, Year Reconstructed: 1966, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 15, Features Intersected: KALAUAO STRM (E.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.345, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $31,000, Total Project Cost: $460,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990402074, Location: 0.05MI W/AIEA KAI PL (Lat: 21.380694, Lng: -157.940397), Route carried "on" structure: US 99, Year Built: 1936, Year Reconstructed: 1966, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 15, Features Intersected: KALAUAO STRM (E.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.345, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $31,000, Total Project Cost: $460,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990402075, Location: 0.10MI W/KIHALE ST (Lat: 21.380753, Lng: -157.940153), Route carried "on" structure: US 99, Year Built: 1945, Year Reconstructed: 1966, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 20, Features Intersected: KALAUAO STRM (W.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.361, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.2 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $3,672,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990402075, Location: 0.10MI W/KIHALE ST (Lat: 21.380753, Lng: -157.940153), Route carried "on" structure: US 99, Year Built: 1945, Year Reconstructed: 1966, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 49,300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: H 20, Features Intersected: KALAUAO STRM (W.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.361, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.2 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $3,672,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 300099040212, Location: 0.24MI E/HONOMANU ST (Lat: 21.377053, Lng: -157.934211), Route carried "on" structure: US 99, Year Built: 1938, Year Reconstructed: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 39,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 47,243 (year 2025), Design Load: H 15, Features Intersected: AIEA STRM, Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.101, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 21.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $50,000, Total Project Cost: $744,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 300099040212, Location: 0.24MI E/HONOMANU ST (Lat: 21.377053, Lng: -157.934211), Route carried "on" structure: US 99, Year Built: 1938, Year Reconstructed: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 39,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 47,243 (year 2025), Design Load: H 15, Features Intersected: AIEA STRM, Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.101, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 21.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $50,000, Total Project Cost: $744,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990402336, Location: 0.35 MI S/PLT DR SEP (Lat: 21.347058, Lng: -157.934053), Route carried "on" structure: Ramp US 99, Year Built: 1975, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 7,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 34,268 (year 2025), Design Load: HS 20, Features Intersected: PH RAMP WN-PH I.C. #3
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 37.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 58.2m (190.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 97.2 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: 79.1 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990402336, Location: 0.35 MI S/PLT DR SEP (Lat: 21.347058, Lng: -157.934053), Route carried "on" structure: Ramp US 99, Year Built: 1975, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 7,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 34,268 (year 2025), Design Load: HS 20, Features Intersected: PH RAMP WN-PH I.C. #3
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 37.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 58.2m (190.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 97.2 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: 79.1 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000991201785, Location: 1.44MI E/BEG DIVIDED HWY (Lat: 21.395758, Lng: -157.981558), Route carried "on" structure: Ramp US 99, Year Built: 1969, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 59,100 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 52,385 (year 2025), Design Load: HS 20, Features Intersected: WAIAWA IC STRUCT #2, Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 28.726, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 27.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $72,000, Total Project Cost: $1,076,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000991201785, Location: 1.44MI E/BEG DIVIDED HWY (Lat: 21.395758, Lng: -157.981558), Route carried "on" structure: Ramp US 99, Year Built: 1969, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 59,100 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 52,385 (year 2025), Design Load: HS 20, Features Intersected: WAIAWA IC STRUCT #2, Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 28.726, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 27.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $72,000, Total Project Cost: $1,076,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000991202143, Location: 0.47MI E/MCGREW LOOP (Lat: 21.374228, Lng: -157.932686), Route carried "on" structure: City street 99, Year Built: 1965, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 39,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 52,385 (year 2025), Design Load: HS 20, Features Intersected: AIEA IC STRUCT #4, Facility Carried by Structure: AIEA HTS ACC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.471, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.6 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: 46.7 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $72,000, Total Project Cost: $1,073,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000991202143, Location: 0.47MI E/MCGREW LOOP (Lat: 21.374228, Lng: -157.932686), Route carried "on" structure: City street 99, Year Built: 1965, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 39,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 52,385 (year 2025), Design Load: HS 20, Features Intersected: AIEA IC STRUCT #4, Facility Carried by Structure: AIEA HTS ACC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.471, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.6 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: 46.7 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $72,000, Total Project Cost: $1,073,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000H10201231, Location: 0.53MI E/KAONOHI ST SEP (Lat: 21.385344, Lng: -157.933550), Route carried "on" structure: Interstate H1, Year Built: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 247,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 239,857 (year 2025), Design Load: HS 20, Features Intersected: 2-180IN SECTL PL CULVT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.810, 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: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 112.8m (370.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $2,335,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000H10201231, Location: 0.53MI E/KAONOHI ST SEP (Lat: 21.385344, Lng: -157.933550), Route carried "on" structure: Interstate H1, Year Built: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 247,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 239,857 (year 2025), Design Load: HS 20, Features Intersected: 2-180IN SECTL PL CULVT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.810, 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: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 112.8m (370.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $2,335,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000H10201287, Location: 0.08MI E/AIEA HTS DR SEP (Lat: 21.379350, Lng: -157.928725), Route carried "on" structure: Interstate H1, Year Built: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 247,700 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: AIEA STRM 15X12 TWN CULV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.696, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 53.8m (176.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Culverts: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $74,000, Total Project Cost: $1,114,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10201287, Location: 0.08MI E/AIEA HTS DR SEP (Lat: 21.379350, Lng: -157.928725), Route carried "on" structure: Interstate H1, Year Built: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 247,700 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: AIEA STRM 15X12 TWN CULV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.696, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 53.8m (176.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Culverts: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $74,000, Total Project Cost: $1,114,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H11101278, Location: 0.37MI E/KAAMILO ST SEP (Lat: 21.379900, Lng: -157.929133), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 23,000 (year 2007), Average Future Daily Traffic: 27,500 (year 2025), Design Load: HS 20, Features Intersected: AIEA HTS DR SEP(FAI-H1), Facility Carried by Structure: AIEA HTS DR
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 20.583, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.8 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: 23.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $81,000, Total Project Cost: $1,222,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H11101278, Location: 0.37MI E/KAAMILO ST SEP (Lat: 21.379900, Lng: -157.929133), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 23,000 (year 2007), Average Future Daily Traffic: 27,500 (year 2025), Design Load: HS 20, Features Intersected: AIEA HTS DR SEP(FAI-H1), Facility Carried by Structure: AIEA HTS DR
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 20.583, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.8 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: 23.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $81,000, Total Project Cost: $1,222,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H11101303, Location: 0.33MI E/AIEA HTS DR SEP (Lat: 21.377167, Lng: -157.927092), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 23,000 (year 2007), Average Future Daily Traffic: 27,500 (year 2025), Design Load: HS 20, Features Intersected: KAIMAKANI ST SEP(FAI-H1), Facility Carried by Structure: KAIMAKANI ST
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 20.969, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), 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: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.9 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: 31.8 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $133,000, Total Project Cost: $1,989,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H11101303, Location: 0.33MI E/AIEA HTS DR SEP (Lat: 21.377167, Lng: -157.927092), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 23,000 (year 2007), Average Future Daily Traffic: 27,500 (year 2025), Design Load: HS 20, Features Intersected: KAIMAKANI ST SEP(FAI-H1), Facility Carried by Structure: KAIMAKANI ST
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 20.969, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), 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: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.9 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: 31.8 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $133,000, Total Project Cost: $1,989,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3072001400041, Location: 0.16MI SE/HOOLAULEA ST (Lat: 21.397367, Lng: -157.963108), Route carried "on" structure: City street 7210, Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20,500 (year 2017), Average Future Daily Traffic: 35,716 (year 2025), Features Intersected: WAIMANO STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.2 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: 22.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3072001400041, Location: 0.16MI SE/HOOLAULEA ST (Lat: 21.397367, Lng: -157.963108), Route carried "on" structure: City street 7210, Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20,500 (year 2017), Average Future Daily Traffic: 35,716 (year 2025), Features Intersected: WAIMANO STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.2 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: 22.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 307200140014, Location: 0.23MI W/HEKAHA ST (Lat: 21.390722, Lng: -157.951047), Route carried "on" structure: City street 7210, Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 34,000 (year 2017), Average Future Daily Traffic: 32,713 (year 2025), Design Load: HS 20, Features Intersected: PUNANANI CHANNEL, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.7 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: 43.1 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: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 307200140014, Location: 0.23MI W/HEKAHA ST (Lat: 21.390722, Lng: -157.951047), Route carried "on" structure: City street 7210, Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 34,000 (year 2017), Average Future Daily Traffic: 32,713 (year 2025), Design Load: HS 20, Features Intersected: PUNANANI CHANNEL, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.7 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: 43.1 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: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3072001400159, Location: 0.04MI W/HEKAHA ST (Lat: 21.390669, Lng: -157.948028), Route carried "on" structure: City street 7210, Year Built: 1965, Year Reconstructed: 1970, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 43,100 (year 2017), Average Future Daily Traffic: 32,713 (year 2025), Design Load: HS 20, Features Intersected: WAIMALU STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.9 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: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3072001400159, Location: 0.04MI W/HEKAHA ST (Lat: 21.390669, Lng: -157.948028), Route carried "on" structure: City street 7210, Year Built: 1965, Year Reconstructed: 1970, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 43,100 (year 2017), Average Future Daily Traffic: 32,713 (year 2025), Design Load: HS 20, Features Intersected: WAIMALU STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.9 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: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3072001400235, Location: 0.23MI E/KAONOHI ST (Lat: 21.385103, Lng: -157.938783), Route carried "on" structure: City street 7210, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 34,900 (year 2017), Average Future Daily Traffic: 35,181 (year 2025), Design Load: HS 20, Features Intersected: KAONOHI STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Superstructure: Satisfactory, Channel: Good, Operating Rating: 37.6 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: 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3072001400235, Location: 0.23MI E/KAONOHI ST (Lat: 21.385103, Lng: -157.938783), Route carried "on" structure: City street 7210, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 34,900 (year 2017), Average Future Daily Traffic: 35,181 (year 2025), Design Load: HS 20, Features Intersected: KAONOHI STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Superstructure: Satisfactory, Channel: Good, Operating Rating: 37.6 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: 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3072001400258, Location: 0.03MI W/HALE MOMI PL (Lat: 21.382197, Lng: -157.936950), Route carried "on" structure: City street 7210, Year Built: 1935, Year Reconstructed: 1992, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 19,000 (year 2017), Average Future Daily Traffic: 22,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: KALAUAO STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.152, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 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: 77.8 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3072001400258, Location: 0.03MI W/HALE MOMI PL (Lat: 21.382197, Lng: -157.936950), Route carried "on" structure: City street 7210, Year Built: 1935, Year Reconstructed: 1992, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 19,000 (year 2017), Average Future Daily Traffic: 22,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: KALAUAO STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.152, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 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: 77.8 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3072001400318, Location: 0.04MI S/AIEA HTS DR (Lat: 21.378292, Lng: -157.930922), Route carried "on" structure: City street 7210, Year Built: 1951, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 29,100 (year 2017), Average Future Daily Traffic: 32,500 (year 2025), Design Load: HS 15, Features Intersected: AIEA STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $31,000, Total Project Cost: $465,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3072001400318, Location: 0.04MI S/AIEA HTS DR (Lat: 21.378292, Lng: -157.930922), Route carried "on" structure: City street 7210, Year Built: 1951, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 29,100 (year 2017), Average Future Daily Traffic: 32,500 (year 2025), Design Load: HS 15, Features Intersected: AIEA STRM, Facility Carried by Structure: MOANALUA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $31,000, Total Project Cost: $465,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3928001100001, Location: TMK=9-8-17 (Lat: 21.381042, Lng: -157.938922), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 273 (year 1990), Average Future Daily Traffic: 341 (year 2025), Design Load: HS 20, Features Intersected: KIHALE ST/KALAUAO STRM, Facility Carried by Structure: KIHALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Channel: Satisfactory, Culverts: Good, Operating Rating: 45.7 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: 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: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3928001100001, Location: TMK=9-8-17 (Lat: 21.381042, Lng: -157.938922), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 273 (year 1990), Average Future Daily Traffic: 341 (year 2025), Design Load: HS 20, Features Intersected: KIHALE ST/KALAUAO STRM, Facility Carried by Structure: KIHALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Channel: Satisfactory, Culverts: Good, Operating Rating: 45.7 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: 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: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3933001100001, Location: TMK=9-9-42 (Lat: 21.379672, Lng: -157.928178), Route carried "on" structure: City street 7248, Year Built: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,553 (year 1980), Average Future Daily Traffic: 9,441 (year 2025), Features Intersected: ANOUNOU ST/AIEA STRM, Facility Carried by Structure: ULUNE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $13,000, Total Project Cost: $189,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3933001100001, Location: TMK=9-9-42 (Lat: 21.379672, Lng: -157.928178), Route carried "on" structure: City street 7248, Year Built: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,553 (year 1980), Average Future Daily Traffic: 9,441 (year 2025), Features Intersected: ANOUNOU ST/AIEA STRM, Facility Carried by Structure: ULUNE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $13,000, Total Project Cost: $189,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3982001100001, Location: TMK=9-9-10 (Lat: 21.371358, Lng: -157.901561), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 150 (year 2029), Design Load: HS 20, Features Intersected: HALAWA CORR FAC ACC RD, Facility Carried by Structure: _
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3982001100001, Location: TMK=9-9-10 (Lat: 21.371358, Lng: -157.901561), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 150 (year 2029), Design Load: HS 20, Features Intersected: HALAWA CORR FAC ACC RD, Facility Carried by Structure: _
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3995001100001, Location: TMK:9-9-72 (Lat: 21.371256, Lng: -157.913908), Route carried "on" structure: ServiceCity street , Year Built: 1987, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 10,000 (year 1997), Average Future Daily Traffic: 12,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: HALAWA STREAM, Facility Carried by Structure: HALAWA CRUSHER RD.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), 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: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.8 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: 39.9 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: 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: December 2021, Roadway Improvement Cost: $119,000, Total Project Cost: $1,783,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3995001100001, Location: TMK:9-9-72 (Lat: 21.371256, Lng: -157.913908), Route carried "on" structure: ServiceCity street , Year Built: 1987, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 10,000 (year 1997), Average Future Daily Traffic: 12,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: HALAWA STREAM, Facility Carried by Structure: HALAWA CRUSHER RD.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), 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: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.8 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: 39.9 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: 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: December 2021, Roadway Improvement Cost: $119,000, Total Project Cost: $1,783,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete