Bridge Statistics for Mililani Town, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 135ft / 41.0mTotal length
- $15,393,000Total costs
- 103,524Total average daily traffic
- 1,586Total average daily truck traffic
- 167,193Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mililani Town
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21950-1959
- 31960-1969
- 31970-1979
- 11980-1989
- Bridge Condition - Deck
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Poor
- Bridge Condition - Channel
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Serious
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Structure Number: 3000990301164, Location: 0.67MI S/LEHUA AVE (Lat: 21.463767, Lng: -158.023931), Route carried "on" structure: US 99, Year Built: 1936, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 11,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 27,805 (year 2025), Design Load: H 15, Features Intersected: WAIKAKALAUA STRM (I.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.716, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: October 2021, Total Project Cost: $2,517,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990301164, Location: 0.67MI S/LEHUA AVE (Lat: 21.463767, Lng: -158.023931), Route carried "on" structure: US 99, Year Built: 1936, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 11,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 27,805 (year 2025), Design Load: H 15, Features Intersected: WAIKAKALAUA STRM (I.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.716, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: October 2021, Total Project Cost: $2,517,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990301165, Location: 0.12MI N/WAIAKALANI ST (Lat: 21.463747, Lng: -158.023717), Route carried "on" structure: US 99, Year Built: 1950, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 11,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 27,805 (year 2025), Design Load: HS 20, Features Intersected: WAIKAKALAUA STRM (O.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.732, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $2,008,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000990301165, Location: 0.12MI N/WAIAKALANI ST (Lat: 21.463747, Lng: -158.023717), Route carried "on" structure: US 99, Year Built: 1950, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 11,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 27,805 (year 2025), Design Load: HS 20, Features Intersected: WAIKAKALAUA STRM (O.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.732, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $2,008,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000990301447, Location: 0.03MI S/DAIRY RD (Lat: 21.427014, Lng: -158.011444), Route carried "on" structure: US 99, Year Built: 1933, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 18,800 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 31,360 (year 2025), Design Load: H 15, Features Intersected: KIPAPA STRM, Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.270, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $6,048,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990301447, Location: 0.03MI S/DAIRY RD (Lat: 21.427014, Lng: -158.011444), Route carried "on" structure: US 99, Year Built: 1933, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 18,800 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 31,360 (year 2025), Design Load: H 15, Features Intersected: KIPAPA STRM, Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.270, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $6,048,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990401678, Location: 0.11MI S/BEG DIVIDED HWY (Lat: 21.399983, Lng: -157.992722), Route carried "on" structure: US 99, Year Built: 1953, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 34,200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 47,319 (year 2025), Design Load: HS 20, Features Intersected: CANE HAUL RD (O.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.972, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel, 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: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.7 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: 34.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,535,000, Total Project Cost: $4,525,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990401678, Location: 0.11MI S/BEG DIVIDED HWY (Lat: 21.399983, Lng: -157.992722), Route carried "on" structure: US 99, Year Built: 1953, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 34,200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 47,319 (year 2025), Design Load: HS 20, Features Intersected: CANE HAUL RD (O.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.972, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel, 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: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.7 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: 34.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,535,000, Total Project Cost: $4,525,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3905001100001, Location: TMK=9-5-01 (Lat: 21.450797, Lng: -158.011769), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 4,168 (year 2009), Average Future Daily Traffic: 4,656 (year 2029), Features Intersected: ANANIA DR/WAIAHOLE DITCH, Facility Carried by Structure: ANANIA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.3 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: 53.5 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3905001100001, Location: TMK=9-5-01 (Lat: 21.450797, Lng: -158.011769), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 4,168 (year 2009), Average Future Daily Traffic: 4,656 (year 2029), Features Intersected: ANANIA DR/WAIAHOLE DITCH, Facility Carried by Structure: ANANIA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.3 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: 53.5 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3975001100001, Location: TMK=9-5-01 (Lat: 21.449061, Lng: -158.017839), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 16,642 (year 1987), Average Future Daily Traffic: 20,803 (year 2025), Design Load: HS 20, Features Intersected: WAIAHOLE DITCH, Facility Carried by Structure: MEHEULA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.9 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3975001100001, Location: TMK=9-5-01 (Lat: 21.449061, Lng: -158.017839), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 16,642 (year 1987), Average Future Daily Traffic: 20,803 (year 2025), Design Load: HS 20, Features Intersected: WAIAHOLE DITCH, Facility Carried by Structure: MEHEULA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.9 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3976001100001, Location: TMK=9-5-01 (Lat: 21.447619, Lng: -158.019589), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,890 (year 1987), Average Future Daily Traffic: 4,863 (year 2025), Design Load: HS 20, Features Intersected: KUAHEALANI AVE/DRAIN CNL, Facility Carried by Structure: KUAHEALANI AVE.
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.5 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: 39.9 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: Better than 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3976001100001, Location: TMK=9-5-01 (Lat: 21.447619, Lng: -158.019589), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,890 (year 1987), Average Future Daily Traffic: 4,863 (year 2025), Design Load: HS 20, Features Intersected: KUAHEALANI AVE/DRAIN CNL, Facility Carried by Structure: KUAHEALANI AVE.
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.5 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: 39.9 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: Better than 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3994001100001, Location: TMK=9-5-41 (Lat: 21.449169, Lng: -158.027717), Route carried "on" structure: City street 7042, Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 2,558 (year 2029), Design Load: H 20, Features Intersected: WAIAHOLE DITCH, Facility Carried by Structure: LANIKUHANA AVENUE
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: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, 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: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: November 2021, Roadway Improvement Cost: $19,000, Total Project Cost: $289,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3994001100001, Location: TMK=9-5-41 (Lat: 21.449169, Lng: -158.027717), Route carried "on" structure: City street 7042, Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 2,558 (year 2029), Design Load: H 20, Features Intersected: WAIAHOLE DITCH, Facility Carried by Structure: LANIKUHANA AVENUE
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: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, 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: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: November 2021, Roadway Improvement Cost: $19,000, Total Project Cost: $289,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPPACKIP000056, Location: BETWEEN STORAGE 8 & 52 (Lat: 21.444950, Lng: -158.000900), Route carried "on" structure: Other road , Year Built: 1969, Status: Closed, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2 (year 2015), Average Future Daily Traffic: 8 (year 2041), Design Load: HS 20, Features Intersected: KIPAPA STREAM, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.4m (14.4ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2019, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: DAPPACKIP000056, Location: BETWEEN STORAGE 8 & 52 (Lat: 21.444950, Lng: -158.000900), Route carried "on" structure: Other road , Year Built: 1969, Status: Closed, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2 (year 2015), Average Future Daily Traffic: 8 (year 2041), Design Load: HS 20, Features Intersected: KIPAPA STREAM, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.4m (14.4ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2019, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: DAPPACKIP000057, Location: BETWEEN STORAGE 39 & 40 (Lat: 21.450619, Lng: -157.996800), Route carried "on" structure: Other road , Year Built: 1969, Status: Closed, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2 (year 2015), Average Future Daily Traffic: 8 (year 2041), Design Load: HS 20, Features Intersected: SIPHON PIPE, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.4m (14.4ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2019, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: DAPPACKIP000057, Location: BETWEEN STORAGE 39 & 40 (Lat: 21.450619, Lng: -157.996800), Route carried "on" structure: Other road , Year Built: 1969, Status: Closed, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2 (year 2015), Average Future Daily Traffic: 8 (year 2041), Design Load: HS 20, Features Intersected: SIPHON PIPE, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.4m (14.4ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2019, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: DAPPACKIP000058, Location: BETWEEN STORAGE 26B & 27A (Lat: 21.414869, Lng: -158.012400), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 8 (year 2043), Design Load: HS 20, Features Intersected: KIPAPA STREAM, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Serious, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPPACKIP000058, Location: BETWEEN STORAGE 26B & 27A (Lat: 21.414869, Lng: -158.012400), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 8 (year 2043), Design Load: HS 20, Features Intersected: KIPAPA STREAM, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Serious, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous