Bridge Statistics for Waianae, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 98ft / 30.0mTotal length
- $3,012,000Total costs
- 58,568Total average daily traffic
- 1,351Total average daily truck traffic
- 81,957Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Waianae
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31960-1969
- 71970-1979
- 21980-1989
- 12010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 46.2%Good
- 15.4%Satisfactory
- 30.8%Fair
- Bridge Condition - Substructure
- 23.1%Good
- 23.1%Satisfactory
- 46.2%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 42.9%Good
- 35.7%Satisfactory
- 7.1%Fair
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Structure Number: 1HI0277, Location: 1.9 KM N OF TOWER RD (Lat: 21.437772, Lng: -158.152000), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 80 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 80 (year 2031), Design Load: HS 20, Features Intersected: MAILIILII STREAM, Facility Carried by Structure: MARCONI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $97,000, Total Project Cost: $131,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1HI0277, Location: 1.9 KM N OF TOWER RD (Lat: 21.437772, Lng: -158.152000), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 80 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 80 (year 2031), Design Load: HS 20, Features Intersected: MAILIILII STREAM, Facility Carried by Structure: MARCONI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $97,000, Total Project Cost: $131,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1HI0453, Location: 6.9 KM EAST OF MAIN GATE (Lat: 21.468417, Lng: -158.125750), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 11 (year 2039), Design Load: HS 20, Features Intersected: RAVINE, Facility Carried by Structure: KOLEKOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Navy/Marines, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $90,000, Total Project Cost: $91,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1HI0453, Location: 6.9 KM EAST OF MAIN GATE (Lat: 21.468417, Lng: -158.125750), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 11 (year 2039), Design Load: HS 20, Features Intersected: RAVINE, Facility Carried by Structure: KOLEKOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Navy/Marines, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $90,000, Total Project Cost: $91,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1HIH201, Location: NAVAL MAGAZINE, LUALUALEI (Lat: 21.456667, Lng: -158.131942), Route carried "on" structure: Federal lands road , Year Built: 1938, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2031), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: KOLEKOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $57,000, Total Project Cost: $89,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1HIH201, Location: NAVAL MAGAZINE, LUALUALEI (Lat: 21.456667, Lng: -158.131942), Route carried "on" structure: Federal lands road , Year Built: 1938, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2031), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: KOLEKOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $57,000, Total Project Cost: $89,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000930301128, Location: 0.04MI W/KAUPUNI ST (Lat: 21.448822, Lng: -158.190042), Route carried "on" structure: US 93, Year Built: 1937, Year Reconstructed: 1965, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 18,800 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 35,750 (year 2025), Design Load: HS 20, Features Intersected: KAUPUNI STRM, Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.153, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 58.6 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: 29.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: April 2018, Roadway Improvement Cost: $91,000, Total Project Cost: $1,366,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000930301128, Location: 0.04MI W/KAUPUNI ST (Lat: 21.448822, Lng: -158.190042), Route carried "on" structure: US 93, Year Built: 1937, Year Reconstructed: 1965, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 18,800 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 35,750 (year 2025), Design Load: HS 20, Features Intersected: KAUPUNI STRM, Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.153, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 58.6 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: 29.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: April 2018, Roadway Improvement Cost: $91,000, Total Project Cost: $1,366,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000930301253, Location: 0.14MI W/MAIUU RD (Lat: 21.459531, Lng: -158.205311), Route carried "on" structure: US 93, Year Built: 1989, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 18,700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 19,959 (year 2025), Design Load: HS 20, Features Intersected: UNMD STRM(MAKAHA #2), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.165, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 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: 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000930301253, Location: 0.14MI W/MAIUU RD (Lat: 21.459531, Lng: -158.205311), Route carried "on" structure: US 93, Year Built: 1989, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 18,700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 19,959 (year 2025), Design Load: HS 20, Features Intersected: UNMD STRM(MAKAHA #2), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.165, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 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: 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3810001100001, Location: TMK=8-5-03 (Lat: 21.449297, Lng: -158.184786), Route carried "on" structure: City street 8541, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,861 (year 2000), Average Future Daily Traffic: 8,576 (year 2025), Design Load: HS 20, Features Intersected: PLT RD/KAUPUNI CHL K-2, Facility Carried by Structure: PLANTATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.6 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: 15.9 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: High priority of corrective action, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3810001100001, Location: TMK=8-5-03 (Lat: 21.449297, Lng: -158.184786), Route carried "on" structure: City street 8541, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,861 (year 2000), Average Future Daily Traffic: 8,576 (year 2025), Design Load: HS 20, Features Intersected: PLT RD/KAUPUNI CHL K-2, Facility Carried by Structure: PLANTATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.6 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: 15.9 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: High priority of corrective action, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3825001100001, Location: TMK=8-5-03 (Lat: 21.450883, Lng: -158.184944), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 600 (year 2009), Average Future Daily Traffic: 720 (year 2029), Design Load: HS 20, Features Intersected: KAWILI ST/KAUPUNI CHL K3, Facility Carried by Structure: PLT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.1 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3825001100001, Location: TMK=8-5-03 (Lat: 21.450883, Lng: -158.184944), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 600 (year 2009), Average Future Daily Traffic: 720 (year 2029), Design Load: HS 20, Features Intersected: KAWILI ST/KAUPUNI CHL K3, Facility Carried by Structure: PLT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.1 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3830001100001, Location: TMK=8-5-19 (Lat: 21.447492, Lng: -158.180075), Route carried "on" structure: City street 8542, Year Built: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,465 (year 1983), Average Future Daily Traffic: 3,081 (year 2025), Design Load: HS 20, Features Intersected: WAIANAE V RD/KAUPUNI CHL, Facility Carried by Structure: WAIANAE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 48.9 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3830001100001, Location: TMK=8-5-19 (Lat: 21.447492, Lng: -158.180075), Route carried "on" structure: City street 8542, Year Built: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,465 (year 1983), Average Future Daily Traffic: 3,081 (year 2025), Design Load: HS 20, Features Intersected: WAIANAE V RD/KAUPUNI CHL, Facility Carried by Structure: WAIANAE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 48.9 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3834001100001, Location: TMK=8-6-13 (Lat: 21.433125, Lng: -158.169819), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 5,517 (year 1990), Average Future Daily Traffic: 6,896 (year 2025), Design Load: HS 20, Features Intersected: MAILIILII CHANNEL, Facility Carried by Structure: MAILIILII RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.5 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.86m (12.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $39,000, Total Project Cost: $579,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3834001100001, Location: TMK=8-6-13 (Lat: 21.433125, Lng: -158.169819), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 5,517 (year 1990), Average Future Daily Traffic: 6,896 (year 2025), Design Load: HS 20, Features Intersected: MAILIILII CHANNEL, Facility Carried by Structure: MAILIILII RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.5 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.86m (12.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $39,000, Total Project Cost: $579,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3835001100001, Location: TMK=8-6-13 (Lat: 21.438456, Lng: -158.167833), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 400 (year 2009), Average Future Daily Traffic: 490 (year 2029), Design Load: HS 20, Features Intersected: LUALUALEI HMSTD RD/M-2, Facility Carried by Structure: LUALUALEI HMSTD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: January 2022, Roadway Improvement Cost: $32,000, Total Project Cost: $476,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3835001100001, Location: TMK=8-6-13 (Lat: 21.438456, Lng: -158.167833), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 400 (year 2009), Average Future Daily Traffic: 490 (year 2029), Design Load: HS 20, Features Intersected: LUALUALEI HMSTD RD/M-2, Facility Carried by Structure: LUALUALEI HMSTD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: January 2022, Roadway Improvement Cost: $32,000, Total Project Cost: $476,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3836001100001, Location: TMK=8-6-12 (Lat: 21.441333, Lng: -158.166192), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,912 (year 1990), Average Future Daily Traffic: 3,640 (year 2025), Design Load: HS 25 or greater, Features Intersected: HALONA RD/MAILIILII(M-2), Facility Carried by Structure: HALONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 999.9m (3,280.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3836001100001, Location: TMK=8-6-12 (Lat: 21.441333, Lng: -158.166192), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,912 (year 1990), Average Future Daily Traffic: 3,640 (year 2025), Design Load: HS 25 or greater, Features Intersected: HALONA RD/MAILIILII(M-2), Facility Carried by Structure: HALONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 999.9m (3,280.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3837001100001, Location: TMK=8-6-11 (Lat: 21.441942, Lng: -158.165867), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 150 (year 2029), Design Load: HS 20, Features Intersected: 23+68 BR/MAILIILII M-2, Facility Carried by Structure: _
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3837001100001, Location: TMK=8-6-11 (Lat: 21.441942, Lng: -158.165867), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 150 (year 2029), Design Load: HS 20, Features Intersected: 23+68 BR/MAILIILII M-2, Facility Carried by Structure: _
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3838001100001, Location: TMK=8-6-10 (Lat: 21.445986, Lng: -158.164783), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 423 (year 1999), Average Future Daily Traffic: 529 (year 2025), Design Load: HS 20, Features Intersected: PUUHULU RD/MAILIILII M-2, Facility Carried by Structure: PUUHULU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 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: 29.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3838001100001, Location: TMK=8-6-10 (Lat: 21.445986, Lng: -158.164783), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 423 (year 1999), Average Future Daily Traffic: 529 (year 2025), Design Load: HS 20, Features Intersected: PUUHULU RD/MAILIILII M-2, Facility Carried by Structure: PUUHULU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 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: 29.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3844001100001, Location: TMK=8-6-07,08 (Lat: 21.447733, Lng: -158.155506), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,064 (year 1990), Average Future Daily Traffic: 1,330 (year 2025), Design Load: HS 20, Features Intersected: PUUHULU RD/PUUHULU STRM, Facility Carried by Structure: PUUHULU RD
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.3 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 3844001100001, Location: TMK=8-6-07,08 (Lat: 21.447733, Lng: -158.155506), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,064 (year 1990), Average Future Daily Traffic: 1,330 (year 2025), Design Load: HS 20, Features Intersected: PUUHULU RD/PUUHULU STRM, Facility Carried by Structure: PUUHULU RD
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.3 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 3845001100001, Location: TMK=8-6-06 (Lat: 21.453331, Lng: -158.152136), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 436 (year 1990), Average Future Daily Traffic: 545 (year 2025), Design Load: HS 20, Features Intersected: KUWALE RD/LUALUALEI STRM, Facility Carried by Structure: KUWALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: 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: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 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: Equal to present minimum 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 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3845001100001, Location: TMK=8-6-06 (Lat: 21.453331, Lng: -158.152136), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 436 (year 1990), Average Future Daily Traffic: 545 (year 2025), Design Load: HS 20, Features Intersected: KUWALE RD/LUALUALEI STRM, Facility Carried by Structure: KUWALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: 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: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 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: Equal to present minimum 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 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous